Search Results for Frozen ground -- Alaska.SirsiDynix Enterprisehttps://anch.ent.sirsi.net/client/en_US/jpl/jpl/qu$003dFrozen$002bground$002b--$002bAlaska.$0026te$003dILS$0026ps$003d300?dt=list2024-06-03T04:31:40ZPerennially frozen ground in Alaska: its origin and historyent://SD_ILS/0/SD_ILS:17589262024-06-03T04:31:40Z2024-06-03T04:31:40ZTaber, Stephen,<br/>1943.<br/>Regular print<br/>Excavations in frozen ground, Alaska, 1960-61ent://SD_ILS/0/SD_ILS:15911712024-06-03T04:31:40Z2024-06-03T04:31:40ZMcCoy, John E..<br/>1965.<br/>Book<br/>Urbanization, climate, and frozen ground in Barrow, Alaskaent://SD_ILS/0/SD_ILS:14053992024-06-03T04:31:40Z2024-06-03T04:31:40ZKlene, Anna Elizabeth.<br/>2005.<br/>"This dissertation examines the climate and near-surface thermal regime of Barrow, Alaska. Separate articles explore a comparison of two 27 year air temperature records, the summer spatial temperature pattern, soil temperatures in the urban and rural areas, and estimate the spatial pattern of thaw depth. Much of this work is a contribution to the Barrow Urban Heat Island Study, which established 70 sites within a 150 km area measuring hourly air and near-surface (5 cm) soil temperatures in 2001. The 27 year records for the National Weather Service and Climate Monitoring and Diagnostics Laboratory were also analyzed. Comparison of these records showed systematic instrumentation bias, a location move not documented in the station history, and increasing contrasts between these records as urbanization progressed. Analysis of summer patterns demonstrated the dominance of maritime influences and the absence of a seasonal summer heat island, despite a distinct heat-island effect in winter. Summer soil-surface temperatures, however, were elevated within the urban area and active-layer thickness was 15-40 cm deeper than in rural areas with similar landcover types. Two formulations were used to map active-layer thickness in the village and surrounding areas. Although the Stefan solution consistently overestimated the depth of thaw, the modified Berggren equation, in its first implementation in a spatial context, performed well. Suggestions for further research are also included"--Leaf xv.<br/>Manuscript<br/>Coring of frozen ground, Barrow, Alaska, spring 1964ent://SD_ILS/0/SD_ILS:2566072024-06-03T04:31:40Z2024-06-03T04:31:40ZSellmann, P. V.<br/>1965.<br/>Book<br/>VHF electrical properties of frozen ground near Point Barrow, Alaskaent://SD_ILS/0/SD_ILS:16052052024-06-03T04:31:40Z2024-06-03T04:31:40ZArcone, Steven A.<br/>[1981]<br/>Book<br/>Map of Alaska : showing the distribution of permanently frozen ground.ent://SD_ILS/0/SD_ILS:39288112024-06-03T04:31:40Z2024-06-03T04:31:40Z[1939]<br/>Map<br/>Coring of frozen ground, Barrow, Alaska, Spring 1964 : operational reportent://SD_ILS/0/SD_ILS:35278462024-06-03T04:31:40Z2024-06-03T04:31:40ZSellmann, P. V.<br/>[1964]<br/>Book<br/>Drilling and coring of frozen ground in northern Alaska, Spring 1979ent://SD_ILS/0/SD_ILS:16882182024-06-03T04:31:40Z2024-06-03T04:31:40ZLawson, Daniel E.<br/>1980.<br/>Book<br/>Barrow, Alaska, bibliography : a select list of investigations on frozen ground and related subjectsent://SD_ILS/0/SD_ILS:35406562024-06-03T04:31:40Z2024-06-03T04:31:40ZBrown, Jerry,<br/>[1964]<br/>Book<br/>Notes on the thawing of frozen ground by the Fairbanks Gold Dredging Company, Fairbanks Creek, Alaska.ent://SD_ILS/0/SD_ILS:2647542024-06-03T04:31:40Z2024-06-03T04:31:40ZWimmier, N. L.<br/>Book<br/>Determination of subsurface conditions of frozen ground layers using surface waves at three permafrost sites in Fairbanks, Alaska U.S.A.ent://SD_ILS/0/SD_ILS:35513222024-06-03T04:31:40Z2024-06-03T04:31:40ZOlson, L. D.<br/>Book<br/>Frost action and vegetation patterns on Seward Peninsula, Alaska : a study of the geomorphic significance of vegetation patterns as related to frost action at high latitudes and in areas of perennially frozen groundent://SD_ILS/0/SD_ILS:26656292024-06-03T04:31:40Z2024-06-03T04:31:40ZHopkins, David Moody,<br/>1951.<br/>Electronic resource<br/>Bulletin of the Geological Society of America. Vol. 54, no. 10.ent://SD_ILS/0/SD_ILS:4047182024-06-03T04:31:40Z2024-06-03T04:31:40Z[1943]<br/>Book<br/>ISCORD 2013 : planning for sustainable cold regions : proceedings of the 10th International Symposium on Cold Regions Development, June 2-5, 2013, Anchorage, Alaskaent://SD_ILS/0/SD_ILS:50792832024-06-03T04:31:40Z2024-06-03T04:31:40ZJLC Corporate Author International Symposium on Cold Regions Development (10th : 2013 : Anchorage, Alaska)<br/>[2013]<br/>Electronic resource<br/>Long-term modifications of perennially frozen sediment and terrain at East Oumalik, northern Alaskaent://SD_ILS/0/SD_ILS:15930562024-06-03T04:31:40Z2024-06-03T04:31:40ZLawson, Daniel E.<br/>1982.<br/>Book<br/>High-explosive cratering in frozen and unfrozen soils in Alaskaent://SD_ILS/0/SD_ILS:15912392024-06-03T04:31:40Z2024-06-03T04:31:40ZSmith, North.<br/>1980.<br/>Book<br/>Palsa formation in north-central Alaskaent://SD_ILS/0/SD_ILS:2597372024-06-03T04:31:40Z2024-06-03T04:31:40ZHinkel, Kenneth M.,<br/>1986.<br/>Studies of palsa formations were conducted at Slope Mountain and at Toolik Lake (both along the Dalton Highway on the North Slope) and at Sukakpak Mountain in the Brooks Range (also along the highway north of Wiseman).<br/>Manuscript<br/>Electromagnetic induction measurements in permafrost terrain for detecting ground ice and ice-rich soils [microform] : final reportent://SD_ILS/0/SD_ILS:16534382024-06-03T04:31:40Z2024-06-03T04:31:40ZKawasaki, K.<br/>[1984]<br/>Microform<br/>JLC Title 245h [microform] :<br/>Electromagnetic induction measurements in permafrost terrain for detecting ground ice and ice-rich soils : final reportent://SD_ILS/0/SD_ILS:7380712024-06-03T04:31:40Z2024-06-03T04:31:40ZKawasaki, K.<br/>[1984]<br/>Book<br/>Aerial photographic and ground reconnaissance of permafrost and nonpermafrost Arctic terrain as studied in interior Alaskaent://SD_ILS/0/SD_ILS:33830712024-06-03T04:31:40Z2024-06-03T04:31:40ZZall, Linda Susan.<br/>Book<br/>Electromagnetic induction measurements in permafrost terrain for detecting ground ice and ice-rich soils : final reportent://SD_ILS/0/SD_ILS:15747052024-06-03T04:31:40Z2024-06-03T04:31:40ZKawasaki, K.<br/>[1985]<br/>Book<br/>The temperature and geometry influences on an underground opening in the frozen groundent://SD_ILS/0/SD_ILS:34248092024-06-03T04:31:40Z2024-06-03T04:31:40ZWu, Ming-Chee.<br/>1985.<br/>Manuscript<br/>Occurrence, distribution and movement of salts and moisture in permafrost near Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:34817412024-06-03T04:31:40Z2024-06-03T04:31:40ZWuttig, Frank J.<br/>1988.<br/>Manuscript<br/>Temperature effects upon the closure of a gravel room in permafrostent://SD_ILS/0/SD_ILS:33963132024-06-03T04:31:40Z2024-06-03T04:31:40ZGarbeil, Harold M.<br/>1983.<br/>Manuscript<br/>Guidebook to permafrost and related features along the Elliott and Dalton Highways between Fox and Prudhoe Bay, Alaskaent://SD_ILS/0/SD_ILS:37910232024-06-03T04:31:40Z2024-06-03T04:31:40Z1982.<br/>Book<br/>Control of depth to permafrost and soil temperature by the forest floor in black spruce/feathermoss communitiesent://SD_ILS/0/SD_ILS:15117702024-06-03T04:31:40Z2024-06-03T04:31:40ZDyrness, C. T.<br/>[1982]<br/>Changes in depth to permafrost and soil temperature were investigated for 4 years after treatment of the forest floor on small plots by fire and mechanical removal of half the forest floor layer and the entire layer. Study site was in the Yukon-Tanana Uplands about 45 km north of Fairbanks.<br/>Book<br/>Comprehensive report : investigation of military construction in arctic and subarctic regions, 1945-1948ent://SD_ILS/0/SD_ILS:33869222024-06-03T04:31:40Z2024-06-03T04:31:40Z1950.<br/>Book<br/>Effects of frozen soils on site response and lateral behavior of concrete-filled steel pipe pileent://SD_ILS/0/SD_ILS:12343892024-06-03T04:31:40Z2024-06-03T04:31:40ZXu, Gang.<br/>2009.<br/>Book<br/>Map showing distribution of permafrost in the Fairbanks D-2 SW quadrangle, Alaska, [cartographic material]ent://SD_ILS/0/SD_ILS:2658712024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1974.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Heat and mass transport processes in subsea permafrost. 1, An analysis of molecular diffusion and its consequencesent://SD_ILS/0/SD_ILS:15665942024-06-03T04:31:40Z2024-06-03T04:31:40ZHarrison, W. D.<br/>[1978?]<br/>Book<br/>Ice wedges in Alaska. [motion picture]ent://SD_ILS/0/SD_ILS:33975562024-06-03T04:31:40Z2024-06-03T04:31:40ZVisual material<br/>Permafrost and frozen ground patterns [slide].ent://SD_ILS/0/SD_ILS:7027092024-06-03T04:31:40Z2024-06-03T04:31:40ZSchmidt, Ruth A. M.<br/>[between 1965 and 1975]<br/>Slide<br/>JLC Title 245h [slide].<br/>Soil water problems in cold regions : an applied research program of the Institute of Water Resources, University of Alaska.ent://SD_ILS/0/SD_ILS:35398252024-06-03T04:31:40Z2024-06-03T04:31:40Z197-?]<br/>Book<br/>Soil instability on slopes in regions of perenially-frozen ground.ent://SD_ILS/0/SD_ILS:29699702024-06-03T04:31:40Z2024-06-03T04:31:40ZSigafoos, R. S.<br/>Book<br/>Thermal considerations of a hot crude oil pipeline in permafrostent://SD_ILS/0/SD_ILS:2621262024-06-03T04:31:40Z2024-06-03T04:31:40ZPeyton, H. R.<br/>[1969]<br/>Book<br/>Clast fabric in periglacial mass-movement depositsent://SD_ILS/0/SD_ILS:2741862024-06-03T04:31:40Z2024-06-03T04:31:40ZMillar, Susan W. S.<br/>1995.<br/>Manuscript<br/>Design manual for stabilizing foundations on permafrostent://SD_ILS/0/SD_ILS:31936242024-06-03T04:31:40Z2024-06-03T04:31:40ZMcFadden, Terry T.<br/>2001.<br/>Book<br/>Clast fabric in periglacial mass-movement deposits [microform]ent://SD_ILS/0/SD_ILS:36459352024-06-03T04:31:40Z2024-06-03T04:31:40ZMillar, Susan W. S.<br/>c1995.<br/>Microform<br/>JLC Title 245h [microform]<br/>The Permafrost Frontier. [videorecording]ent://SD_ILS/0/SD_ILS:33094582024-06-03T04:31:40Z2024-06-03T04:31:40Z1977.<br/>Program uses live action and animation to illustrate the properties of permafrost and to explain the engineering methods used to design and build the trans-Alaskan pipeline.<br/>Visual material<br/>JLC Title 245h [videorecording]<br/>Failure characteristics of frozen soils under a simulated excavation techniqueent://SD_ILS/0/SD_ILS:33760882024-06-03T04:31:40Z2024-06-03T04:31:40ZTakasugi, Shinji.<br/>1982.<br/>Manuscript<br/>Permafrost program progress reportent://SD_ILS/0/SD_ILS:42334302024-06-03T04:31:40Z2024-06-03T04:31:40Z1946-1948.<br/>Permafrost program progress report Progress report<br/>Serial<br/>Merzlye gornye porody Ali?aski i Kanady; sbornnik state?.ent://SD_ILS/0/SD_ILS:35493432024-06-03T04:31:40Z2024-06-03T04:31:40ZEfimov, Andrian Ivanovich,<br/>1958.<br/>Book<br/>Sublimation from reconstituted frozen siltent://SD_ILS/0/SD_ILS:34382662024-06-03T04:31:40Z2024-06-03T04:31:40ZGobelman, Steven.<br/>1985.<br/>Manuscript<br/>Permafrost construction, TAPPS Road, Livengood to Yukon, 1972-1973ent://SD_ILS/0/SD_ILS:17359702024-06-03T04:31:40Z2024-06-03T04:31:40Z[1975?]<br/>Book<br/>Experimental blasting in frozen ground : operational reportent://SD_ILS/0/SD_ILS:42910132024-06-03T04:31:40Z2024-06-03T04:31:40ZMellor, Malcolm.<br/>[1970]<br/>Book<br/>Design manual for new foundations on permafrostent://SD_ILS/0/SD_ILS:48191612024-06-03T04:31:40Z2024-06-03T04:31:40ZMcFadden, Terry T.<br/>2000.<br/>Book<br/>Numerical modeling of natural convection in a porous roadway embankmentent://SD_ILS/0/SD_ILS:35903742024-06-03T04:31:40Z2024-06-03T04:31:40ZKumar, Pankaj.<br/>1994.<br/>Manuscript<br/>Thermosyphon installation on Chena Hot Springs Road : report to Alaska Department of Transportation and Public Facilitiesent://SD_ILS/0/SD_ILS:38048932024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.<br/>1999.<br/>Book<br/>The Permafrost investigation [videorecording]ent://SD_ILS/0/SD_ILS:8914742024-06-03T04:31:40Z2024-06-03T04:31:40Z[199-?]<br/>Discusses the permafrost investigation, including why one is necessary, how they are done, and how to evaluate the results.<br/>Videocassette<br/>JLC Title 245h [videorecording]<br/>Report on a preliminary investigation of the possible application of geophysical methods to studies of permafrost problems in Alaskaent://SD_ILS/0/SD_ILS:35269652024-06-03T04:31:40Z2024-06-03T04:31:40ZSwartz, J. H.<br/>1946.<br/>Book<br/>Stabilizing houses on permafrost [videorecording]ent://SD_ILS/0/SD_ILS:8914752024-06-03T04:31:40Z2024-06-03T04:31:40Z[199-?]<br/>Discusses the methods of stabilizing houses and other buildings that have been built improperly on permafrost.<br/>Videocassette<br/>JLC Title 245h [videorecording]<br/>Living with permafrost [videorecording]ent://SD_ILS/0/SD_ILS:8914732024-06-03T04:31:40Z2024-06-03T04:31:40Z[199-?]<br/>Discusses the nature of permafrost and the problems related to building on permafrost. Also discusses ice-rich permafrost and the types of building foundation problems that develop when the ice thaws.<br/>Visual material<br/>JLC Title 245h [videorecording]<br/>Experimental blasting in frozen groundent://SD_ILS/0/SD_ILS:2537112024-06-03T04:31:40Z2024-06-03T04:31:40ZMellon, Malcolm.<br/>1970.<br/>Book<br/>Surface modification to protect permafrostent://SD_ILS/0/SD_ILS:38064792024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.<br/>1994.<br/>Book<br/>The use of electro-osmotic dewatering procedures and soil chemical treatment in frost heave preventionent://SD_ILS/0/SD_ILS:33837542024-06-03T04:31:40Z2024-06-03T04:31:40ZBaker, Grant Cody.<br/>1983.<br/>Manuscript<br/>Depth and temperature of permafrost on the Alaskan arctic slope : preliminary results [microform]ent://SD_ILS/0/SD_ILS:17870712024-06-03T04:31:40Z2024-06-03T04:31:40Z1982.<br/>Book<br/>JLC Title 245h [microform]<br/>Transient electromagnetics for permafrostent://SD_ILS/0/SD_ILS:35079842024-06-03T04:31:40Z2024-06-03T04:31:40ZWalker, G. G.<br/>1988.<br/>Manuscript<br/>Climate change, permafrost, and impacts on civil infrastructure [electronic resource] : U.S. Arctic Research Commission, Permafrost Task Force report.ent://SD_ILS/0/SD_ILS:42544392024-06-03T04:31:40Z2024-06-03T04:31:40Z[2003]<br/>Electronic resource<br/>JLC Title 245h [electronic resource] :<br/>Subsea permafrost : probing, thermal regime and data analysesent://SD_ILS/0/SD_ILS:37799162024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1983]<br/>Book<br/>Subsea permafrost : probing, thermal regime and data analysesent://SD_ILS/0/SD_ILS:37799152024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1981]<br/>Book<br/>Subsea permafrost : probing, thermal regime and data analysesent://SD_ILS/0/SD_ILS:37799142024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1980]<br/>Book<br/>Subsea permafrost : probing, thermal regime and data analysesent://SD_ILS/0/SD_ILS:37799132024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1979]<br/>Book<br/>Subsea permafrost : probing, thermal regime and data analysesent://SD_ILS/0/SD_ILS:37799122024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1978]<br/>Book<br/>Longitudinal cracking of roads and frost heavesent://SD_ILS/0/SD_ILS:38064232024-06-03T04:31:40Z2024-06-03T04:31:40ZKinney, Tom.<br/>1995.<br/>Book<br/>Subsea permafrost : probing, thermal regime and data analysisent://SD_ILS/0/SD_ILS:40085402024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1982]<br/>Book<br/>Pipeline Impact Committee meeting, July 26, 1971;ent://SD_ILS/0/SD_ILS:17016562024-06-03T04:31:40Z2024-06-03T04:31:40Z[1971]<br/>Book<br/>Settlement of a pipeline on thawing permafrostent://SD_ILS/0/SD_ILS:13966682024-06-03T04:31:40Z2024-06-03T04:31:40ZPalmer, Andrew C.<br/>[1971]<br/>Book<br/>Mapping the boundary between continuous and discontinuous permafrost in Alaskaent://SD_ILS/0/SD_ILS:16866532024-06-03T04:31:40Z2024-06-03T04:31:40ZEngland, A. W.<br/>[1995]<br/>Book<br/>Long term performance of three bridges on permafrost [microform] : final reportent://SD_ILS/0/SD_ILS:16019492024-06-03T04:31:40Z2024-06-03T04:31:40ZBaldassari, Dean.<br/>[1985]<br/>Book<br/>JLC Title 245h [microform] :<br/>Permafrost prethawing by surface modification [microform] : final reportent://SD_ILS/0/SD_ILS:34511952024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>[1982]<br/>Microform<br/>JLC Title 245h [microform] :<br/>Merzlotno-geologicheskie prot?sessy i paleogeografii?a nizmennoste? Severo-Vostoka Aziient://SD_ILS/0/SD_ILS:35716662024-06-03T04:31:40Z2024-06-03T04:31:40Z1982.<br/>Book<br/>Permafrostent://SD_ILS/0/SD_ILS:15987302024-06-03T04:31:40Z2024-06-03T04:31:40ZRay, Louis L.<br/>[1983?]<br/>Book<br/>Preliminary studies of the effectiveness of water jet cutting on frozen groundent://SD_ILS/0/SD_ILS:11246402024-06-03T04:31:40Z2024-06-03T04:31:40ZSkudrzyk, Frank J.<br/>[1983]<br/>Book<br/>Influence of man-caused surface disturbance in permafrost areas of Alaska : report of special committee assigned by State Director of Alaska.ent://SD_ILS/0/SD_ILS:17160972024-06-03T04:31:40Z2024-06-03T04:31:40Z1973.<br/>Book<br/>Permafrost and Pet 4ent://SD_ILS/0/SD_ILS:15468612024-06-03T04:31:40Z2024-06-03T04:31:40ZReed, John Calvin,<br/>1969.<br/>Book<br/>Arasuka Kanada hokubu no eiky? t?do ni okeru kanreichigei oyobi seibutsu kanky? no s?g? ch?sa, sh?wa 49 nen 6-7 getsu = Joint studies on physical and biological environments in the permafrost, Alaska and north Canada, June to July 1974.ent://SD_ILS/0/SD_ILS:34304782024-06-03T04:31:40Z2024-06-03T04:31:40Z1975.<br/>Book<br/>Experimental blasting in frozen groundent://SD_ILS/0/SD_ILS:16882492024-06-03T04:31:40Z2024-06-03T04:31:40ZMellor, Malcolm.<br/>[1970]<br/>Book<br/>The fate and effects of crude oil spilled on subarctic permafrost terrain in interior Alaskaent://SD_ILS/0/SD_ILS:62600002024-06-03T04:31:40Z2024-06-03T04:31:40ZJohnson, L. A.,<br/>1980.<br/>Electronic resource<br/>Climate change, permafrost, and impacts on civil infrastructure : U.S. Arctic Research Commission, Permafrost Task Force report.ent://SD_ILS/0/SD_ILS:14310292024-06-03T04:31:40Z2024-06-03T04:31:40Z[2003]<br/>Electronic resource<br/>Long term performance of three bridges on permafrost : final reportent://SD_ILS/0/SD_ILS:3155192024-06-03T04:31:40Z2024-06-03T04:31:40ZBaldassari, Dean.<br/>[1985]<br/>Book<br/>Evaluation of soils and permafrost conditions in the Territory of Alaska by means of aerial photographsent://SD_ILS/0/SD_ILS:14086312024-06-03T04:31:40Z2024-06-03T04:31:40ZFrost, Robert E.<br/>1950.<br/>This investigation of soils and permafrost (frozen ground) in Alaska was undertaken in order to evaluate conditions for construction in cold climates, of buildings and airfields, using aerial photographs for terrain analysis. Includes data on geology, geomorphology and climate, with numerous examples of aerial photographs and instructions for interpretation.<br/>Book<br/>Subsea permafrost : probing, thermal regime and data analyses 1975-1981ent://SD_ILS/0/SD_ILS:16889032024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1985]<br/>Book<br/>Permafrost dynamics in 20th and 21st centuries along the East-Siberian and Alaskan transectsent://SD_ILS/0/SD_ILS:38009112024-06-03T04:31:40Z2024-06-03T04:31:40ZSazonova, Tatiana Sergeevna.<br/>[2003]<br/>"High latitude ecosystems where the mean annual ground surface temperature is around or below OC? are highly sensitive to global warming. This is largely because these regions contain vast areas of permafrost which will begin to degrade when the mean annual ground temperatures will be above OC?. The Alaskan and East Siberian transects, centered on the 155 ?WL and 135 ?EL, were chosen evaluate permafrost - atmosphere interactions. The analysis of measured air and ground temperatures from these two transects show that from late 1950 an increase and its magnitude is from 2.5 up to 5C?/100 years, and is comparable to trends predicted by majority of global warming scenarios. A simple and accurate model for evaluating the permafrost dynamics was developed in Geophysical Institute Permafrost Lab (GIPL). The GIPL model is the union of the modified Kudryavtsev's approach, which is the set of analytical formulas for active layer thickness (ALT) and mean annual ground temperatures (MAGT) calculations, with the Geographic Information System (GIS). The evaluation of the GIPL performance showed that the relative error for MAGT does not exceed 33% and 32% for the ALT. The GIPL model was used for the hindcast of the permafrost dynamics in the 20th century, using climatic parameters provided by Dr. David McGuire. The results showed that in 20th century there was a number of relatively cold and warm periods during which changes in MAGT were 1 to 3C? and up to 1 m for the ALT. The forecast for the period of 2000-2100 was performed using climatic parameters from six Global Climate Models provided by Arctic Climate Impact Assessment program. The results showed that by the end of the 21st century mean annual ground temperatures will be 2 to 6C? warmer and the ALT from 0.2 to 1 m deeper. In some areas within both transects the degradation of permafrost from the survace will start by 2100"--Leaves iii-iv.<br/>Manuscript<br/>Appendix 3 : summary and statement of technique : aerial photographic reconnaissance investigation : frozen soils in the territory of Alaskaent://SD_ILS/0/SD_ILS:33869202024-06-03T04:31:40Z2024-06-03T04:31:40ZFrost, Robert E.<br/>1948.<br/>2nd revision.<br/>Comprehensive report : investigation of airfield construction in arctic and subarctic regions ; v. 4<br/>Book<br/>Offshore permafrost - drilling, boundary conditions, properties, processes and models : Delineation of most probably areas for subsea permaforst in the Chukchi sea from existing dataent://SD_ILS/0/SD_ILS:37799172024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1977]<br/>Book<br/>Joint studies on physical and biological environments in the permafrost, Alaska and north Canada, July to August 1977ent://SD_ILS/0/SD_ILS:10651642024-06-03T04:31:40Z2024-06-03T04:31:40Z[1978?]<br/>Book<br/>The effect of disturbance on permafrost terrainent://SD_ILS/0/SD_ILS:2345272024-06-03T04:31:40Z2024-06-03T04:31:40ZBrown, Jerry,<br/>[1969]<br/>Book<br/>Evaluation of soils and permafrost conditions in the Territory of Alaska by means of aerial photographs,ent://SD_ILS/0/SD_ILS:16848922024-06-03T04:31:40Z2024-06-03T04:31:40Z1950.<br/>Book<br/>Dalton Highway, characterization of foundation soils [microform] : final reportent://SD_ILS/0/SD_ILS:16430502024-06-03T04:31:40Z2024-06-03T04:31:40Z[1984]<br/>Microform<br/>JLC Title 245h [microform] :<br/>Distribution of permafrost in North America and its relationship to the environment : a review, 1963-1973ent://SD_ILS/0/SD_ILS:38392612024-06-03T04:31:40Z2024-06-03T04:31:40ZBrown, Roger James Evan,<br/>1973.<br/>Book<br/>Observations along the pipeline haul road between Livengood and the Yukon Riverent://SD_ILS/0/SD_ILS:2684702024-06-03T04:31:40Z2024-06-03T04:31:40ZBerg, Richard L.<br/>[1976]<br/>Book<br/>Final report : thaw stabilization of roadway embankments contructed over permafrostent://SD_ILS/0/SD_ILS:35554832024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.,<br/>[1986]<br/>Book<br/>Final report [microform] : thaw stabilization of roadway embankments constructed over permafrostent://SD_ILS/0/SD_ILS:16719812024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.<br/>[1986]<br/>Microform<br/>JLC Title 245h [microform] :<br/>Final report : thaw stabilization of roadway embankments contructed over permafrostent://SD_ILS/0/SD_ILS:7533722024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.<br/>[1986]<br/>Book<br/>Radar detection of ice wedges in Alaskaent://SD_ILS/0/SD_ILS:16063292024-06-03T04:31:40Z2024-06-03T04:31:40ZArcone, Steven A.<br/>[1982]<br/>Book<br/>Field evaluation site for ground ice detection : final reportent://SD_ILS/0/SD_ILS:15875822024-06-03T04:31:40Z2024-06-03T04:31:40Z1983.<br/>Book<br/>Permafrost prethawing by surface modification : final reportent://SD_ILS/0/SD_ILS:15431992024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>[1982]<br/>Book<br/>Radar profiling of buried reflectors and the groundwater tableent://SD_ILS/0/SD_ILS:2526372024-06-03T04:31:40Z2024-06-03T04:31:40ZSellmann, P. V.<br/>[1983]<br/>Book<br/>An electromagnetic geophysical survey at an interior Alaska permafrost exposure : prepared for Directorate of Military Programs, Office, Chief of Engineersent://SD_ILS/0/SD_ILS:2542272024-06-03T04:31:40Z2024-06-03T04:31:40ZSellmann, P. V.<br/>1979.<br/>Book<br/>THe use of calcium chloride in alleviating frost heave of Alaskan granular soilsent://SD_ILS/0/SD_ILS:34174922024-06-03T04:31:40Z2024-06-03T04:31:40ZMays, Rachael Hall.<br/>1986.<br/>Manuscript<br/>Time-dependent bearing capacity of frozen groundent://SD_ILS/0/SD_ILS:34939552024-06-03T04:31:40Z2024-06-03T04:31:40ZLaw, Kyin-kouk Hubert.<br/>1987.<br/>Manuscript<br/>Final report : foundation stability research studies on a foundation on unconsolidated soils Fairbanks, Alaska.ent://SD_ILS/0/SD_ILS:37884332024-06-03T04:31:40Z2024-06-03T04:31:40Zc1999.<br/>Book<br/>Final report : foundation stabilization research studies : foundation with crawl space on loose soils, Fairbanks, Alaska.ent://SD_ILS/0/SD_ILS:37884342024-06-03T04:31:40Z2024-06-03T04:31:40Zc1999.<br/>Book<br/>Final report : foundation stabilization research studies on a foundation on ice poor permafrost, Fairbanks, Alaska.ent://SD_ILS/0/SD_ILS:37884352024-06-03T04:31:40Z2024-06-03T04:31:40Zc1999.<br/>Book<br/>Massive underground ice in northern regionsent://SD_ILS/0/SD_ILS:35172322024-06-03T04:31:40Z2024-06-03T04:31:40ZBrown, Jerry,<br/>[1965?]<br/>Book<br/>Kasigluk Airport : the design of an insulated runway embankment to prevent permafrost degradationent://SD_ILS/0/SD_ILS:55219372024-06-03T04:31:40Z2024-06-03T04:31:40ZMackey, G. A.<br/>[1972]<br/>Book<br/>Selected references on permafrost, and related engineering problems in Alaskaent://SD_ILS/0/SD_ILS:2582942024-06-03T04:31:40Z2024-06-03T04:31:40ZFerrians, Oscar J.<br/>1969.<br/>Book<br/>Permafrost database, 1994ent://SD_ILS/0/SD_ILS:16774072024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1995]<br/>Book<br/>R/W earthwork : frozen soils grading criteria, (conventional and deep buried pipe)ent://SD_ILS/0/SD_ILS:34551862024-06-03T04:31:40Z2024-06-03T04:31:40Z[1975]<br/>Book<br/>Electrical ground impedance measurements in Alaskan permafrost regionsent://SD_ILS/0/SD_ILS:16876052024-06-03T04:31:40Z2024-06-03T04:31:40ZHoekstra, P.<br/>1975.<br/>Book<br/>Insulation performance beneath roads and airfields in Alaska [microform]ent://SD_ILS/0/SD_ILS:16421412024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>1986.<br/>Microform<br/>JLC Title 245h [microform]<br/>Subgrade insulation for frost heave control construction, instrumentation, and first year summaryent://SD_ILS/0/SD_ILS:15947142024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>[1969]<br/>Book<br/>Microstructural alteration of hydrocarbon-contaminated permafrost-affected soils at the Caribou-Poker Creeks CRREL research watershed [microform] : implications for subsurface transportent://SD_ILS/0/SD_ILS:31855562024-06-03T04:31:40Z2024-06-03T04:31:40Z[2000]<br/>Microform<br/>JLC Title 245h [microform] :<br/>Shock effects on frozen materials : exploding wire experimentsent://SD_ILS/0/SD_ILS:3120102024-06-03T04:31:40Z2024-06-03T04:31:40ZSmith, James L.<br/>1970.<br/>Book<br/>Control of permafrost degradation beneath a roadway by subgrade insulation : interim report for period 1969-1972ent://SD_ILS/0/SD_ILS:17351162024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>1972.<br/>Book<br/>The fate and effect of crude oil spilled on subarctic permafrost terrain in interior Alaskaent://SD_ILS/0/SD_ILS:2376002024-06-03T04:31:40Z2024-06-03T04:31:40Z1980.<br/>Book<br/>Installation of driven test piles in permafrost at Bethel Air Force Station, Alaskaent://SD_ILS/0/SD_ILS:33265242024-06-03T04:31:40Z2024-06-03T04:31:40ZCrory, Frederick E.<br/>1973.<br/>Book<br/>Ionic concentration gradients in permafrost, Barrow, Alaskaent://SD_ILS/0/SD_ILS:16052522024-06-03T04:31:40Z2024-06-03T04:31:40ZBrown, Jerry.<br/>1969.<br/>Book<br/>Temporal and spatial variability of microclimate and permafrost conditions in Fairbanks Regions, Alaskaent://SD_ILS/0/SD_ILS:38112912024-06-03T04:31:40Z2024-06-03T04:31:40ZYershova, Galina E.<br/>[2003]<br/>"Spatial variability of the climate and permafrost conditions in the Fairbanks region was studied using the temperature measurements at a number of sites in the area of approximately 100x100 km around Fairbanks. The effect of climatic and surface parameters (air temperature, vegetation and snow cover, soil properties including water content) on thermal regime of the ground was studied using the temperature and water content measurements at five sites that represent various landscapes and form the Smith Lake profile. The effect of the topographic gradient and slope aspect on the thermal regime of the ground was studied using the temperature measurements and site moisture characterization along three local topo-sequences in the Fairbanks region. In both considered cases, across various landscapes and along local topo-sequences, the main factor that influences the thermal regime of the ground during the cold period was the snow cover (its depth and duration on the ground) and its combination with the water content on the surface and in the near-surface soils; during the warm period, the main factor was the water content at the surface and in the near surface soils due to the effect of evaporation from the surface that causes cooling of the ground, and the type of local ground surface vegetation"--Leaf iii.<br/>Manuscript<br/>Disturbance and recovery of arctic Alaskan tundra terrain : a review of recent investigationsent://SD_ILS/0/SD_ILS:16124092024-06-03T04:31:40Z2024-06-03T04:31:40Z[1987]<br/>Book<br/>Terrain and permafrost : Umiat Area, Alaskaent://SD_ILS/0/SD_ILS:11507992024-06-03T04:31:40Z2024-06-03T04:31:40ZBlack, Robert Foster,<br/>[1948]<br/>Book<br/>The Fate and effect of crude oil spilled on subarctic permafrost terrain in interior Alaskaent://SD_ILS/0/SD_ILS:17369972024-06-03T04:31:40Z2024-06-03T04:31:40Z1980.<br/>Book<br/>Permafrost map of Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:16110532024-06-03T04:31:40Z2024-06-03T04:31:40ZFerrians, Oscar J.<br/>1965.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Frost heaving of piles with an example from Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:29401582024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1963.<br/>Electronic resource<br/>Frost heaving of piles with an example from Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:15453432024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1963.<br/>A review of the principles of ice growth in the ground with special reference to its effect on piles.<br/>Book<br/>Opportunities for permafrost-related research associated with the Trans-Alaska pipeline system : report of Workshop, March 19-22, 1975, Scottsdale, Arizonaent://SD_ILS/0/SD_ILS:16315632024-06-03T04:31:40Z2024-06-03T04:31:40ZJLC Corporate Author Workshop on Opportunities for Permafrost-Related Research Associated with the Trans-Alaska Pipeline System (1975 : Scottsdale, Ariz.)<br/>1975.<br/>Book<br/>Preparation and description of a research geophysical borehole site containing massive ground ice near Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:2586652024-06-03T04:31:40Z2024-06-03T04:31:40ZDelaney, Allan J.<br/>[1987]<br/>Book<br/>Investigations of dielectric properties of some frozen materials using cross-borehole radiowave pulse transmissionsent://SD_ILS/0/SD_ILS:2591682024-06-03T04:31:40Z2024-06-03T04:31:40ZArcone, Steven A.<br/>[1989]<br/>Book<br/>Quaternary geology and permafrost along the Richardson and Glen highways between Fairbanks and Anchorage, Alaska : Fairbanks to Anchorage, Alaska, July 1-7, 1989ent://SD_ILS/0/SD_ILS:2595572024-06-03T04:31:40Z2024-06-03T04:31:40Zc1989.<br/>Book<br/>Opportunities for permafrost-related research associated with the Trans-Alaska Pipeline System : report of workshop, March 19-22, 1975, Scottsdale, Arizonaent://SD_ILS/0/SD_ILS:2674512024-06-03T04:31:40Z2024-06-03T04:31:40Z1975.<br/>Book<br/>Preliminary report on tests of the application of geophysical methods to arctic ground-water problemsent://SD_ILS/0/SD_ILS:15391782024-06-03T04:31:40Z2024-06-03T04:31:40ZBarnes, David F.<br/>1964.<br/>Book<br/>Effects of salts on road embankment stability under freezing and thawing conditions : final reportent://SD_ILS/0/SD_ILS:7535362024-06-03T04:31:40Z2024-06-03T04:31:40ZKinney, Thomas C.<br/>[1986]<br/>Book<br/>Installation of driven test piles in permafrost at Bethel Air Force Station, Alaskaent://SD_ILS/0/SD_ILS:34726022024-06-03T04:31:40Z2024-06-03T04:31:40ZCrory, Frederick E.<br/>1973.<br/>Book<br/>Effects of salts on road embankment stability under freezing and thawing conditions [microform] : final reportent://SD_ILS/0/SD_ILS:16404422024-06-03T04:31:40Z2024-06-03T04:31:40ZKinney, Thomas C.<br/>1986.<br/>Microform<br/>JLC Title 245h [microform] :<br/>The influence of soil cryostructure on the creep and long term strength properties of frozen soilsent://SD_ILS/0/SD_ILS:39803532024-06-03T04:31:40Z2024-06-03T04:31:40ZBray, Matthew Thomas.<br/>2008.<br/>"The time dependent mechanical properties of ice-rich frozen soils were studied in relation to their cryostructure. The CRREL permafrost tunnel was the primary source of the studied ice-rich soils. Mapping of the permafrost geology of the main adit of the CRREL permafrost tunnel was performed and reinterpreted in the context of a cryofacial approach. The cryofacial approach in based on the concept that cryostructure is dependent on how a soil was deposited and subsequently frozen. Three main soil cryostructures were determined to represent the main aspects of the permafrost geology. Soils with micro-lenticular cryostructure represent the original ice-rich syngenetic permafrost formed during the Pleistocene. Reworked sediment due to fluvial-thermal erosion resulted in soils with massive cryostructure and soils with reticulate-chaotic cryostructure. Ice bodies within the tunnel include syngenetic wedge ice and secondary thermokarst cave ice deposits. A testing program for determining the time dependent mechanical properties, including the creep and long term strength characteristics of permafrost in relation to soil cryostructure, was performed. Undisturbed frozen soils include silty soil containing micro-lenticular, reticulate-chaotic, and massive cryostructure. Remolded silt from the tunnel was used to create artificial samples with massive cryostructure for comparison to the undisturbed frozen soils. In addition to frozen silt, undisturbed ice facies were tested. These included syngenetic wedge ice, Matanuska basal glacial ice, and Matanuska glacial ice. Testing methods include uniaxial constant stress creep (CSC) tests and uniaxial relaxation tests. It was shown that soil cryostructure and ice facies influences the creep and long term strength properties of frozen soils. It was shown that remolded soils provide non-conservative creep and long term strength estimates when extrapolated to undisturbed frozen soils. Minimum strain rate flow laws show that at low stresses, undisturbed soils creep at a faster rate than remolded soils. At high stresses, frozen soils creep at a faster rate than ice. It was also shown that the unfrozen water content influences the mechanical properties of frozen soils and that the unfrozen water content is influenced by soil cryostructure. Through cryostructure, the permafrost geology is related to the time dependent mechanical properties of frozen soils"--Leaf iii.<br/>Manuscript<br/>Final report [microform] : frost heave forces on H and pipe piles embedded in Fairbanks siltent://SD_ILS/0/SD_ILS:16408862024-06-03T04:31:40Z2024-06-03T04:31:40ZJohnson, J. B.<br/>1988.<br/>Microform<br/>JLC Title 245h [microform] :<br/>Field evaluation site for ground ice detection : construction details of an artificial ice massent://SD_ILS/0/SD_ILS:15755312024-06-03T04:31:40Z2024-06-03T04:31:40ZGruol, V.<br/>[1981]<br/>Book<br/>The Fate and effects of crude oil spilled on subarctic permafrost terrain in interior Alaskaent://SD_ILS/0/SD_ILS:16051902024-06-03T04:31:40Z2024-06-03T04:31:40Z1981.<br/>Book<br/>Geochemistry of subsea permafrost at Prudhoe Bay, Alaskaent://SD_ILS/0/SD_ILS:37902482024-06-03T04:31:40Z2024-06-03T04:31:40ZPage, Frederick W.<br/>1978.<br/>Manuscript<br/>Patterned ground in the Juneau Icefield region, Alaska-British Columbia [microform]ent://SD_ILS/0/SD_ILS:34461272024-06-03T04:31:40Z2024-06-03T04:31:40ZNelson, Frederick Edward.<br/>1979.<br/>Microform<br/>JLC Title 245h [microform]<br/>Patterned ground in the Juneau Icefield region, Alaska - British Columbiaent://SD_ILS/0/SD_ILS:7020282024-06-03T04:31:40Z2024-06-03T04:31:40ZNelson, Frederick Edward.<br/>1979.<br/>Book<br/>High pressure water jet fragmentation of frozen groundent://SD_ILS/0/SD_ILS:11248732024-06-03T04:31:40Z2024-06-03T04:31:40ZSugumaran, Vijayan,<br/>1985.<br/>Manuscript<br/>Frost heave test facility, Fairbanks, Alaska.ent://SD_ILS/0/SD_ILS:16724782024-06-03T04:31:40Z2024-06-03T04:31:40Z[198-?]<br/>Regular print<br/>Thaw plug stability review, 1975, for Alyeska Pipeline Service Companyent://SD_ILS/0/SD_ILS:34571982024-06-03T04:31:40Z2024-06-03T04:31:40Z[1975]<br/>Book<br/>Progress report 1962ent://SD_ILS/0/SD_ILS:36192912024-06-03T04:31:40Z2024-06-03T04:31:40ZHussey, Keith M.<br/>1962.<br/>Book<br/>Permafrost design and construction within the Alaska District Corps of Engineers, as presented to the Alaskan Section Meeting of the American Society of Civil Engineers, 25-26-27 October 1957ent://SD_ILS/0/SD_ILS:33340772024-06-03T04:31:40Z2024-06-03T04:31:40ZLong, Erwin L.<br/>1957.<br/>Book<br/>Permafrost investigations at Point Spencer, Alaskaent://SD_ILS/0/SD_ILS:42334322024-06-03T04:31:40Z2024-06-03T04:31:40ZBlack, Robert Foster.<br/>1946.<br/>Book<br/>Numerical modeling of the thermal regime in a lake-soil system in northern Alaskaent://SD_ILS/0/SD_ILS:36467172024-06-03T04:31:40Z2024-06-03T04:31:40ZZhou, Wei.<br/>1997.<br/>Manuscript<br/>A theoretical study of the effects of sea level and climactic change on permafrost temperatures and gas hydratesent://SD_ILS/0/SD_ILS:35497082024-06-03T04:31:40Z2024-06-03T04:31:40ZFei, Tong.<br/>1991.<br/>Manuscript<br/>Earth science : the permafrost [motion picture]ent://SD_ILS/0/SD_ILS:35229322024-06-03T04:31:40Z2024-06-03T04:31:40Zc1979.<br/>Science screen report ;<br/>To deliver Alaska's Prudoe Bay oil to an ice-free port required a twelve-hundred kilometer "hot pipeline" across one of the world's most sensitive environments. Scientists, engineers and environmentalists met and overcame this challenge so that Alaska's oil would not be removed at the expense of the beauty and harmony of this great land.<br/>Visual material<br/>JLC Title 245h [motion picture]<br/>Surface modifications for thawing of permafrost [microform] : interim reportent://SD_ILS/0/SD_ILS:26644022024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>[1984]<br/>Book<br/>JLC Title 245h [microform] :<br/>Clay mineralogy and geochemistry of soils and sediments with permafrost in interior Alaskaent://SD_ILS/0/SD_ILS:16097392024-06-03T04:31:40Z2024-06-03T04:31:40ZAllan, Roderick James,<br/>1969.<br/>Book<br/>Settlement of thawing subsea permafrost at Prudhoe Bay, Alaskaent://SD_ILS/0/SD_ILS:34256302024-06-03T04:31:40Z2024-06-03T04:31:40ZMatava, Timothy.<br/>1986.<br/>Manuscript<br/>Depth and temperature of permafrost on the Alaskan Arctic slope : preliminary resultsent://SD_ILS/0/SD_ILS:2573522024-06-03T04:31:40Z2024-06-03T04:31:40Z1982.<br/>Book<br/>Permafrost database, 1993ent://SD_ILS/0/SD_ILS:38058742024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1995]<br/>Book<br/>Permafrost database, 1991 - 1992ent://SD_ILS/0/SD_ILS:38058532024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1993]<br/>Book<br/>Effect of permafrost on cultivated fields, Fairbanks area, Alaskaent://SD_ILS/0/SD_ILS:2347352024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1954.<br/>Book<br/>Permafrost database, 1995 data [microform]ent://SD_ILS/0/SD_ILS:17158282024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1997]<br/>Microform<br/>JLC Title 245h [microform]<br/>Ground water in the permafrost regions of Alaskaent://SD_ILS/0/SD_ILS:50335712024-06-03T04:31:40Z2024-06-03T04:31:40ZWilliams, John R.,<br/>1970.<br/>Electronic resource<br/>Permafrost database, 1995 dataent://SD_ILS/0/SD_ILS:38058272024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1997]<br/>Book<br/>Preliminary report of permafrost investigations in the Dunbar Area, Alaskaent://SD_ILS/0/SD_ILS:50754132024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1949.<br/>Electronic resource<br/>Preliminary report on geomorphic, pedologic, and permafrost characteristics of the Prudhoe Bay, Alaska test facilityent://SD_ILS/0/SD_ILS:3770422024-06-03T04:31:40Z2024-06-03T04:31:40ZEverett, K. R.<br/>[1972]<br/>Book<br/>Permafrost database, Spring 1996 data [microform]ent://SD_ILS/0/SD_ILS:17158312024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1997]<br/>Microform<br/>JLC Title 245h [microform]<br/>Permafrost database, Spring 1996 dataent://SD_ILS/0/SD_ILS:38058282024-06-03T04:31:40Z2024-06-03T04:31:40ZHulsey, J. Leroy.<br/>[1997]<br/>Book<br/>Terrain and permafrost in the Galena area, Alaskaent://SD_ILS/0/SD_ILS:42334312024-06-03T04:31:40Z2024-06-03T04:31:40ZElias, M. M.<br/>[1946]<br/>Book<br/>Roadway stabilization using air convection embankmentsent://SD_ILS/0/SD_ILS:16773612024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[1995]<br/>Book<br/>Parks/Chena Ridge air convection embankment performance report, December 1996 to September 1998ent://SD_ILS/0/SD_ILS:38058682024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[1998]<br/>Book<br/>Parks/Chena Ridge air convection embankment performance report, December 1996 to September 1998ent://SD_ILS/0/SD_ILS:38058542024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[1998]<br/>Book<br/>Thawing of permafrost at Barrow, Alaska : a method for stabilizing floor foundationsent://SD_ILS/0/SD_ILS:16143592024-06-03T04:31:40Z2024-06-03T04:31:40ZPaige, Russell A.<br/>1972.<br/>Book<br/>Terrain analysis in the vicinity of Northway, Alaska : with special reference to permafrostent://SD_ILS/0/SD_ILS:16409922024-06-03T04:31:40Z2024-06-03T04:31:40ZWallace, Robert E.,<br/>[1946]<br/>Book<br/>Subsea permafrost in Harrison Bay, Alaska : an interpretation from seismic dataent://SD_ILS/0/SD_ILS:17958522024-06-03T04:31:40Z2024-06-03T04:31:40ZNeave, K. Gerard.<br/>1982.<br/>Book<br/>Terrain and permafrost, Umiat area, Alaskaent://SD_ILS/0/SD_ILS:34477722024-06-03T04:31:40Z2024-06-03T04:31:40ZBlack, Robert Foster.<br/>[1948]<br/>Permafrost program progress report ; no. 5<br/>Book<br/>Climate, seasonal snow cover and permafrost temperatures in Alaska north of the Brooks Rangeent://SD_ILS/0/SD_ILS:2638242024-06-03T04:31:40Z2024-06-03T04:31:40ZZhang, Tingjun.<br/>1993.<br/>Manuscript<br/>Permafrost and ground-water conditions in the Glennallen area, Alaskaent://SD_ILS/0/SD_ILS:2660182024-06-03T04:31:40Z2024-06-03T04:31:40ZNichols, Donald R.<br/>1956.<br/>Book<br/>Thermal models for estimating the potential impact of a warmer climate on permafrost in Alaskaent://SD_ILS/0/SD_ILS:1281992024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1983]<br/>Book<br/>Development of the active layer, Pingok Island, Alaskaent://SD_ILS/0/SD_ILS:2544182024-06-03T04:31:40Z2024-06-03T04:31:40ZFisher, Douglas M.<br/>[1977]<br/>Book<br/>Guidebook for permafrost and related engineering problemsent://SD_ILS/0/SD_ILS:3987312024-06-03T04:31:40Z2024-06-03T04:31:40Z1983.<br/>Book<br/>Air convection embankment environmental feature design, phase Ient://SD_ILS/0/SD_ILS:36776002024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[1997]<br/>Book<br/>Comprehensive report, investigation of airfield construction in arctic and subarctic regions : appendix 3 : summary and statement of technique, aerial photographic reconnaissance investigation, frozen soils in the territory of Alaskaent://SD_ILS/0/SD_ILS:3717632024-06-03T04:31:40Z2024-06-03T04:31:40ZFrost, Robert E.<br/>1948.<br/>2d Rev.<br/>Book<br/>Potential impact of a warmer climate on permafrost in Alaskaent://SD_ILS/0/SD_ILS:12422102024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1982]<br/>[Draft].<br/>Book<br/>Surface modifications for thawing of permafrost : interim reportent://SD_ILS/0/SD_ILS:15129182024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>[1984]<br/>Book<br/>Frost action and vegetation patterns on Seward Peninsula, Alaskaent://SD_ILS/0/SD_ILS:2339612024-06-03T04:31:40Z2024-06-03T04:31:40ZHopkins, David Moody,<br/>1951.<br/>Book<br/>Parks-Chena Ridge air convection embankment performance report, October 1998 to September 1999ent://SD_ILS/0/SD_ILS:16865132024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[1999]<br/>Book<br/>Permafrost and ground water in Alaskaent://SD_ILS/0/SD_ILS:29911172024-06-03T04:31:40Z2024-06-03T04:31:40ZHopkins, David Moody,<br/>1955.<br/>Electronic resource<br/>Nearshore permafrost studies in the vicinity of Point Barrow, Alaskaent://SD_ILS/0/SD_ILS:15100812024-06-03T04:31:40Z2024-06-03T04:31:40ZRogers, James C.,<br/>1975.<br/>Book<br/>Clay mineralogy and geochemistry of soils and sediments with permafrost in interior Alaska [microform]ent://SD_ILS/0/SD_ILS:35028172024-06-03T04:31:40Z2024-06-03T04:31:40ZAllan, R. J.<br/>1969.<br/>Microform<br/>JLC Title 245h [microform]<br/>ACE and thermosyphon design features, Loftus Road extension project : design analysis summary and instrumentationent://SD_ILS/0/SD_ILS:15818252024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[2001]<br/>Electronic resource<br/>Near shore permafrost in the vicinity of Pt. Barrow, Alaskaent://SD_ILS/0/SD_ILS:16265072024-06-03T04:31:40Z2024-06-03T04:31:40Z[197-?]<br/>Book<br/>Thermal conductivity of recycled tire rubber to be used as insulating fill beneath roadwaysent://SD_ILS/0/SD_ILS:29817412024-06-03T04:31:40Z2024-06-03T04:31:40ZShao, Jiong,<br/>1995.<br/>Under the present federal highway funding act, Intermodal Surface Transportation Efficiency Act (ISTEA) of 1991, used tires in all states must be either combined with highway pavements or recycled as consumer products in increasing amounts. One possible use of tires in Alaska is to shred, chop or grind tires into small particles and use this material as an insulating fill to reduce thaw or freeze penetration beneath roads. This study presents the results of measuring thermal conductivities of frozen and unfrozen ground and shredded tire rubber of various sizes and at three compactions. Thermal conductivities ranged from 0.059 to 0.096 BTU/hr-ft-F0 for crumb rubber, 0.056 to 0.080 BTU/hr-ft-F0 for rubber buffings, and 0.071 to 0.10 BTU/hr-ft-F0 for rubber chips. Resilient moduli of the two smaller types of rubber samples were also measured in a triaxial test cell. Values ranged from 94 psi at a confining pressure of 5 psi up to 215 psi at a confining pressure of 15 psi.<br/>Regular print<br/>Permafrost temperature monitoring in the National Petroleum Reserve, Alaska : a means for studying climatic change in the Arcticent://SD_ILS/0/SD_ILS:2628252024-06-03T04:31:40Z2024-06-03T04:31:40ZClow, Gary D.<br/>[1991]<br/>Book<br/>A study of frozen grounds : typescript, 1958 Jan. 24ent://SD_ILS/0/SD_ILS:34499962024-06-03T04:31:40Z2024-06-03T04:31:40ZEllis, Robert G.<br/>Research report.<br/>Manuscript<br/>Numerical modeling of contaminant transport in discontinuous permafrost, Ft. Wainwright, Alaskaent://SD_ILS/0/SD_ILS:36422582024-06-03T04:31:40Z2024-06-03T04:31:40ZFarris, Ann Marie.<br/>1996.<br/>Manuscript<br/>Preliminary studies of frozen gravel properties related to underground miningent://SD_ILS/0/SD_ILS:11134822024-06-03T04:31:40Z2024-06-03T04:31:40ZSkudrzyk, Frank J.<br/>[1982]<br/>Book<br/>Prediction of damage potential on Alaskan highways during spring thaw using the falling weight deflectometer : final reportent://SD_ILS/0/SD_ILS:15221822024-06-03T04:31:40Z2024-06-03T04:31:40ZStubstad, Richard N.<br/>1982.<br/>Book<br/>Oil recovery and formation damage in permafrost, Umiat Field, Alaskaent://SD_ILS/0/SD_ILS:62596252024-06-03T04:31:40Z2024-06-03T04:31:40ZBaptist, Oren C.,<br/>[1960]<br/>Electronic resource<br/>Frost depth in forest soils near Juneau, Alaskaent://SD_ILS/0/SD_ILS:17411982024-06-03T04:31:40Z2024-06-03T04:31:40ZPatric, James H.,<br/>[1967]<br/>Book<br/>Permafrost tunneling by a continuous mechanical methodent://SD_ILS/0/SD_ILS:2685292024-06-03T04:31:40Z2024-06-03T04:31:40ZSwinzow, George K.,<br/>[1970]<br/>Book<br/>Soil moisture and soil thaw data and their partial analysis from sixty vegetation plots at Atkasook, Alaska, for the summers of 1975 and 1976ent://SD_ILS/0/SD_ILS:2542392024-06-03T04:31:40Z2024-06-03T04:31:40Z1977.<br/>Book<br/>Interim report on the behavior of timber piles under static load in permafrostent://SD_ILS/0/SD_ILS:3933442024-06-03T04:31:40Z2024-06-03T04:31:40ZHuck, Robert W.<br/>[1967]<br/>Presents data taken during long-term static load tests conducted on twelve timber piles at the Alaska Field Station in order to develop criteria for the design of piles in permafrost areas.<br/>Book<br/>Map showing distribution of permafrost in the Fairbanks D-2 NE quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:2436082024-06-03T04:31:40Z2024-06-03T04:31:40Z1975.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Map showing distribution of permafrost in the Fairbanks D-2 SE quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:2436092024-06-03T04:31:40Z2024-06-03T04:31:40Z1975.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Map showing distribution of permafrost in the Fairbanks D-1 SW quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:2436142024-06-03T04:31:40Z2024-06-03T04:31:40Z1975.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Origin and environmental significance of large-scale patterned ground, Donnelly Dome area, Alaskaent://SD_ILS/0/SD_ILS:2542772024-06-03T04:31:40Z2024-06-03T04:31:40ZChurch, Richard E.<br/>1965.<br/>Book<br/>Map showing foundation conditions in the Fairbanks D-2 SW quadrangle, Alaska, [cartographic material]ent://SD_ILS/0/SD_ILS:2658732024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1976.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Dissipation of the temperature effect of drilling a well in Arctic Alaskaent://SD_ILS/0/SD_ILS:43787642024-06-03T04:31:40Z2024-06-03T04:31:40ZLachenbruch, Arthur H.,<br/>1959.<br/>Electronic resource<br/>Geologic hazards of the Fairbanks area, Alaskaent://SD_ILS/0/SD_ILS:15023632024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1982.<br/>Book<br/>Map showing distribution of permafrost in the Fairbanks D-2 NW quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:16114032024-06-03T04:31:40Z2024-06-03T04:31:40Z1975.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Evaluating blasting techniques in frozen gravelent://SD_ILS/0/SD_ILS:11640102024-06-03T04:31:40Z2024-06-03T04:31:40ZDick, Richard A.<br/>[1969]<br/>Book<br/>Map showing distribution of permafrost in the Fairbanks D-2 SE quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:15705632024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1975.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Map showing distribution of permafrost in the Fairbanks D-1 SW quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:15637042024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1975.<br/>Content Time Period d1975<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Map showing distribution and Permafrost, Fairbanks D-2 NE quadrangle, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:15637072024-06-03T04:31:40Z2024-06-03T04:31:40ZPéwé, Troy Lewis,<br/>1975.<br/>Content Time Period d1975<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Origin and environmental significance of large-scale patterned ground : Donnelly Dome area, Alaskaent://SD_ILS/0/SD_ILS:36598422024-06-03T04:31:40Z2024-06-03T04:31:40ZChurch, Richard E.<br/>1965.<br/>Book<br/>Map showing the depth to the base of the deepest ice-bearing permafrost as determined from well logs, North Slope, Alaska [cartographic material]ent://SD_ILS/0/SD_ILS:3423202024-06-03T04:31:40Z2024-06-03T04:31:40Z1989.<br/>Map<br/>JLC Title 245h [cartographic material]<br/>Air duct systems for roadway stabilization over permafrost areas [microform] : final reportent://SD_ILS/0/SD_ILS:35344172024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.,<br/>[1984]<br/>Book<br/>JLC Title 245h [microform] :<br/>Location and description of current USACRREL studies in Alaska.ent://SD_ILS/0/SD_ILS:11640082024-06-03T04:31:40Z2024-06-03T04:31:40Z1971.<br/>Book<br/>Permafrost in taiga forestsent://SD_ILS/0/SD_ILS:2595892024-06-03T04:31:40Z2024-06-03T04:31:40ZRosa, Marvin.<br/>1975.<br/>Book<br/>The U.S.A. CRREL permafrost tunnel.ent://SD_ILS/0/SD_ILS:11640822024-06-03T04:31:40Z2024-06-03T04:31:40Z[ca. 1972]<br/>[Final].<br/>Book<br/>The U.S.A. CRREL permafrost tunnelent://SD_ILS/0/SD_ILS:11640832024-06-03T04:31:40Z2024-06-03T04:31:40ZJohansen, Nils I.<br/>[ca. 1972]<br/>[Draft].<br/>Book<br/>Thermal regime of permafrost at Prudhoe Bay, Alaska [microform]ent://SD_ILS/0/SD_ILS:17870152024-06-03T04:31:40Z2024-06-03T04:31:40Z1982.<br/>Book<br/>JLC Title 245h [microform]<br/>Modeling of permafrost and gas hydrate stability zone within Alaskan Arctic shelves and continental marginsent://SD_ILS/0/SD_ILS:38113062024-06-03T04:31:40Z2024-06-03T04:31:40ZPokrovsky, Sergei I.<br/>[2003]<br/>"A mathematical model was used to determine the behavior of the thermal regime and temperature and pressure conditions due to climate and sea level variations of the gas hydrate stability zone formation at four sites within the Alaskan Arctic Shelf. Two soil types, coarse-grained and fine-grained, and three types of programs were used. The programs were distinguished by whether or not they took unfrozen water and latent heat into account. Simulations suggest the presence of subsea permafrost in a vast area of shelf near Prudhoe Bay. Near Barrow and Lonely subsea permafrost extends up to several tens of kilometers offshore, while subsea permafrost near Cape Thompson almost completely disappeared during the last marine transgression. Distribution of subsea permafrost varies with soil type, thermal properties and geothermal heat flow. The possible presence of methane gases in a pore space of the material influences the thermal regime and permafrost distribution. Simulations indicate that a Gas Hydrate Stability Zone can exist at depths from 220 m to 1100 m. Possible formation and presence of gas hydrates in the sediments changes the thermal regime significantly; therefore the shape of subsea permafrost depends on whether or not gases are present in the sediments"--Leaf iii.<br/>Manuscript<br/>Thermal regime of permafrost at Prudhoe Bay, Alaskaent://SD_ILS/0/SD_ILS:2573592024-06-03T04:31:40Z2024-06-03T04:31:40Z1982.<br/>Book<br/>The Permafrost investigation [videorecording]ent://SD_ILS/0/SD_ILS:42725892024-06-03T04:31:40Z2024-06-03T04:31:40Z[199-?]<br/>Discusses the permafrost investigation, including why one is necessary, how they are done, and how to evaluate the results.<br/>DVD<br/>JLC Title 245h [videorecording]<br/>Construction of energy extraction and transportation systems in permafrost at Prudhoe Bay, Alaska.ent://SD_ILS/0/SD_ILS:2611302024-06-03T04:31:40Z2024-06-03T04:31:40ZMarks, J. A.<br/>[1975]<br/>Book<br/>Thermal models for estimating the potential impact of a warmer climate on permafrost in Alaska [microform] : interim report to the Alaska Council on Science and Technology for Grant W-81-03ent://SD_ILS/0/SD_ILS:15736732024-06-03T04:31:40Z2024-06-03T04:31:40ZOsterkamp, Thomas E.<br/>[1983]<br/>Microform<br/>JLC Title 245h [microform] :<br/>A digital computer simulation of the annual snow and soil thermal regimes at Barrow, Alaskaent://SD_ILS/0/SD_ILS:2544482024-06-03T04:31:40Z2024-06-03T04:31:40ZOutcalt, Samuel I.<br/>1975.<br/>An annual snow-soil simulator for Arctic tundra was developed using coupled models of surface equilibrium temperature and substrate thermal diffusion. Snow ripening, melt and accumulation are modeled in the simulator which is forced with daily weather data. The simulator predicts that a snow fence array capable of producing drift deeper than 4.2 meters will initiate a permanent snowfield at Barrow, AK. Such a man-induced snowfield could serve as a reliable source of fresh water for Barrow and similar villages in the North Slope region of Alaska. Further analysis indicated that albedo reduction due to dust fall, snow removal, etc., is dominant over aerodynamic effects in producing the early spring meltout observed at Barrow Village.<br/>Book<br/>A feasibility study on drill rig transportation in permafrost areasent://SD_ILS/0/SD_ILS:7048952024-06-03T04:31:40Z2024-06-03T04:31:40ZMcGilvary, Frank M.<br/>1971.<br/>Manuscript<br/>Description of USA CRREL permafrost tunnel at Fox, Alaska.ent://SD_ILS/0/SD_ILS:15819042024-06-03T04:31:40Z2024-06-03T04:31:40Z1967.<br/>Book<br/>Occurrence and development of ground water in permafrost regionsent://SD_ILS/0/SD_ILS:15299932024-06-03T04:31:40Z2024-06-03T04:31:40ZCederstrom, D. J.<br/>1953.<br/>Book<br/>Permafrost stabilizationent://SD_ILS/0/SD_ILS:38058522024-06-03T04:31:40Z2024-06-03T04:31:40ZKinney, Thomas C.<br/>[1999]<br/>Book<br/>Initial field study of cumulic soils in the C-18 and C-26 sectors of the Juneau Icefieldent://SD_ILS/0/SD_ILS:40022302024-06-03T04:31:40Z2024-06-03T04:31:40ZLietzke, D. A.<br/>1982.<br/>Book<br/>Numerical modeling of seasonally freezing ground and permafrostent://SD_ILS/0/SD_ILS:39520952024-06-03T04:31:40Z2024-06-03T04:31:40ZNicolsky, Dmitry J.<br/>2007.<br/>"This thesis represents a collection of papers on numerical modeling of permafrost and seasonally freezing ground dynamics. An important problem in numerical modeling of temperature dynamics in permafrost and seasonally freezing ground is related to parametrization of already existing models. In this thesis, a variation data assimilation technique is presented to find soil properties by minimizing the discrepancy between in-situ measured temperatures and those computed by the models. The iterative minimization starts from an initial approximation of the soil properties that are found by solving a sequence of simple subproblems. In order to compute the discrepancy, the temperature dynamics is simulated by a new implementation of the finite element method applied to the heat equation with phase change. Despite simplifications in soil physics, the presented technique was successfully applied to recover soil properties, such as thermal conductivity, soil porosity, and the unfrozen water content, at several sites in Alaska. The recovered properties are used in discussion on soil freezing/thawing and permafrost dynamics in other parts of this thesis. Another part of this thesis concerns development of a numerical thermo-mechanical model of seasonal soil freezing on the lateral scale of several meters. The presented model explains observed differential frost heave occurring in non-sorted circle ecosystems north of the Brooks Range in the Alaskan tundra. The model takes into account conservation principles for energy, linear momentum and mass of three constituents: liquid water, ice and solid particles. The conservation principles are reduced to a computationally convenient system of coupled equations for temperature, liquid water pressure, porosity, and the velocity of soil particles in a three-dimensional domain with cylindrical symmetry. Despite a simplified rheology, the model simulates the ground surface motion, temperature, and water dynamics in soil and explains dependence of the frost heave on specific environmental properties of the ecosystem. In the final part, simulation of the soil temperature dynamics on the global scale is addressed. General Circulation Models are used to understand and predict future climate change, but most of them do not simulate permafrost dynamics and its potentially critical feedback on climate. In this part, a widely used climate model is evaluated and the simulated temperatures are compared against observations. Based on this comparison, several modifications to the Global Circulation Models are identified to improve the fidelity of permafrost and soil temperature simulations. These modifications include increasing the total soil depth by adding new layers, incorporating a surface organic layer, and modifying the numerical scheme to include unfrozen water dynamics"--Leaves iii-iv.<br/>Manuscript<br/>Groundwater and permafrost at Bethel, Alaskaent://SD_ILS/0/SD_ILS:12241812024-06-03T04:31:40Z2024-06-03T04:31:40ZWaller, Roger M.<br/>1957.<br/>Book<br/>Subarctic Highway Engineering Workshop : [workshop materials]ent://SD_ILS/0/SD_ILS:38018092024-06-03T04:31:40Z2024-06-03T04:31:40Z1978.<br/>Book<br/>Global warming and Alaskan boreal forest ecosystemsent://SD_ILS/0/SD_ILS:10946372024-06-03T04:31:40Z2024-06-03T04:31:40ZSlaughter, Charles W.<br/>[1993]<br/>Unreviewed draft.<br/>Book<br/>Evaluation of Gardner Creek air ductsent://SD_ILS/0/SD_ILS:37230722024-06-03T04:31:40Z2024-06-03T04:31:40Z[1991]<br/>Book<br/>Survivability of total coliforms in freezing and frozen soilsent://SD_ILS/0/SD_ILS:38589452024-06-03T04:31:40Z2024-06-03T04:31:40ZAdhikari, Hrishikesh.<br/>2005.<br/>"The study showed that a significant fraction of coliform bacteria survive for more than six months in soil at different temperatures and moisture contents. Survivability of coliform bacteria at subzero temperatures decreased with an increase in moisture content and with an increase in temperature. Total coliform bacteria in soil samples placed outdoors during winter had lower survivability in comparison to samples placed at controlled temperatures below O?c. High survivability of total coliform bacteria at controlled, subzero temperatures was assumed to be related to the reduced metabolic activities of the bacteria"--Leaf iii.<br/>Manuscript<br/>Design considerations for roadways on permafrost [microform] : final reportent://SD_ILS/0/SD_ILS:26590232024-06-03T04:31:40Z2024-06-03T04:31:40ZPhukan, Arvind.<br/>[1982]<br/>Book<br/>JLC Title 245h [microform] :<br/>Computer predictions of thaw beneath the ground plane at Gulkana, Alaskaent://SD_ILS/0/SD_ILS:23767642024-06-03T04:31:40Z2024-06-03T04:31:40ZBigl, Susan R.,<br/>[1989]<br/>Regular print<br/>Model application to urban groundwater problems of Fairbanks, Alaska [microform]ent://SD_ILS/0/SD_ILS:17449432024-06-03T04:31:40Z2024-06-03T04:31:40ZKane, Douglas L.<br/>[1980]<br/>Book<br/>JLC Title 245h [microform]<br/>Geology of the USA CRREL permafrost tunnel, Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:3491212024-06-03T04:31:40Z2024-06-03T04:31:40ZSellmann, P. V.<br/>1967.<br/>Book<br/>Progress report 1958ent://SD_ILS/0/SD_ILS:40069592024-06-03T04:31:40Z2024-06-03T04:31:40ZHussey, Keith M.<br/>1958]<br/>Book<br/>Observations on recent highway cuts in permafrostent://SD_ILS/0/SD_ILS:16728272024-06-03T04:31:40Z2024-06-03T04:31:40ZPufahl, D. E.<br/>1975.<br/>Book<br/>Permafrost stabilizationent://SD_ILS/0/SD_ILS:3332562024-06-03T04:31:40Z2024-06-03T04:31:40ZKinney, Thomas C.<br/>[1999]<br/>Book<br/>Sublimation of ice from permafrost silt at the CRREL tunnelent://SD_ILS/0/SD_ILS:33392132024-06-03T04:31:40Z2024-06-03T04:31:40ZWellen, Earl Wayne.<br/>1979.<br/>Abstract.<br/>Manuscript<br/>Thermo ring-pileent://SD_ILS/0/SD_ILS:37532242024-06-03T04:31:40Z2024-06-03T04:31:40Z[1981?]<br/>Book<br/>Report on subsurface soil investigations : Gas Arctic Systems Prudhoe Bay pipeline test site, Deadhorse, Alaska. Part III.ent://SD_ILS/0/SD_ILS:3765992024-06-03T04:31:40Z2024-06-03T04:31:40Z[1972]<br/>Book<br/>Design & construction of roads on muskeg in arctic & subarctic regionsent://SD_ILS/0/SD_ILS:38034752024-06-03T04:31:40Z2024-06-03T04:31:40ZMurfitt, Allan W.<br/>1975.<br/>Book<br/>Development and application of an upland boreal forest succession model [microform]ent://SD_ILS/0/SD_ILS:35289942024-06-03T04:31:40Z2024-06-03T04:31:40ZMoorhead, Daryl Lee,<br/>1985.<br/>Microform<br/>JLC Title 245h [microform]<br/>In-place urethane performance : Prudhoe test road : submitted to Mr. A.C. Condo, Manager, Products & Applications, ARCO Chemical Companyent://SD_ILS/0/SD_ILS:42191352024-06-03T04:31:40Z2024-06-03T04:31:40ZKnight, George R.<br/>1971.<br/>Book<br/>Dynamic compaction of roadwaysent://SD_ILS/0/SD_ILS:11671302024-06-03T04:31:40Z2024-06-03T04:31:40ZReckard, M. K.<br/>[1986]<br/>Book<br/>1976/77 geophysical survey of rivers of the Alaskan arctic coastal plain between Prudhoe Bay and the Canadian borderent://SD_ILS/0/SD_ILS:2526062024-06-03T04:31:40Z2024-06-03T04:31:40ZGropp, Dora L.<br/>[1977?]<br/>Book<br/>Water balance of a small lake in a permafrost region,ent://SD_ILS/0/SD_ILS:32380972024-06-03T04:31:40Z2024-06-03T04:31:40ZHartman, Charles W.<br/>1973.<br/>Book<br/>Thermal infrared survey of winter trails in the Ft. Wainwright Training Area, Alaskaent://SD_ILS/0/SD_ILS:35320572024-06-03T04:31:40Z2024-06-03T04:31:40ZCollins, Charles M.<br/>[1990]<br/>Book<br/>Travel on thawed tundra.ent://SD_ILS/0/SD_ILS:16829812024-06-03T04:31:40Z2024-06-03T04:31:40ZBurt, Glenn R.<br/>1970.<br/>Book<br/>Water balance of a small lake in a permafrost region,ent://SD_ILS/0/SD_ILS:15271862024-06-03T04:31:40Z2024-06-03T04:31:40ZHartman, Charles W.<br/>1973.<br/>Book<br/>Ground water in the permafrost regions of Alaska,ent://SD_ILS/0/SD_ILS:15264722024-06-03T04:31:40Z2024-06-03T04:31:40ZWilliams, John R.,<br/>1970.<br/>Additional title page description: Ground water in permafrost regions in Alaska occurs according to the same geologic and hydrologic principles prevailing in temperate regions.<br/>Book<br/>The Yukon River Basin Active Layer Network : a cooperative project between the Yukon River Inter-Tribal Watershed Council and the U.S. Geological Survey.ent://SD_ILS/0/SD_ILS:13743692024-06-03T04:31:40Z2024-06-03T04:31:40Z[2011]<br/>Electronic resource<br/>The Yukon River Basin Active Layer Network : a cooperative project between the Yukon River Inter-Tribal Watershed Council and the U.S. Geological Survey.ent://SD_ILS/0/SD_ILS:13954972024-06-03T04:31:40Z2024-06-03T04:31:40Z[2011]<br/>Electronic resource<br/>Hydrologic comparisons and model simulations of subarctic watersheds containing continuous and discontinuous permafrost, Seward Peninsula, Alaskaent://SD_ILS/0/SD_ILS:37931212024-06-03T04:31:40Z2024-06-03T04:31:40ZCarr, Anne T.<br/>[2003]<br/>"Mauze Gulch (4.9 km²), and Niagara Creek (6.5 km²), located near Zougarok, Alaska and Melsing Creek (80.6 km²), and Clyde's Gulch (2 km²), located near Council, Alaska were studied to quantify the hydrologic response of these watersheds. They have been studied extensively as part of the NSF Arctic Transitions in the Land-Atmosphere System (ATLAS) study. These watersheds demonstrate a progression from a continental subarctic to a marine moderated subarctic environment. Each contains varying proportions of permafrost. Mauze Gulch and Niagara Creek are underlain by continuous, warm, thin permafrost (1?5-50m thick). Melsing Creek and Clyde's Gulch are underlain by discontinuous permafrost. The Swedish HBV-96 model was applied to these watersheds. The model requires minimal input of meteorological data (temperature and precipitation) to generate hydrographs. Examining the basic stream hydrology showed that differences in hydrologic response based on permafrost distribution can be identified. By changing parameters, such as field capacity and the percolation to the groundwater, it is possible to reflect physical differences between watersheds using the model. Results of this study were compared with previously studied basins in Alaska. Comparisons showed that model parameters can be used to distinguish differences in hydrologic response in basins with varying amounts of permafrost"--Leaf iii.<br/>Manuscript<br/>Clay mineralogy and geochemistry of soils and sediments with permafrost in interior Alaskaent://SD_ILS/0/SD_ILS:42862822024-06-03T04:31:40Z2024-06-03T04:31:40ZAllan, Roderick.<br/>1969.<br/>Investigation of poorly drained soils with permafrost and frozen sediments.<br/>Book<br/>Loftus Road extension project : final reportent://SD_ILS/0/SD_ILS:17568722024-06-03T04:31:40Z2024-06-03T04:31:40ZGoering, Douglas J.<br/>[2005]<br/>Book<br/>Final report of cold pipeline performance in permafrost at Barrow, Alaska October 1968 - June 1973ent://SD_ILS/0/SD_ILS:35185732024-06-03T04:31:40Z2024-06-03T04:31:40ZKnight, George.<br/>[1973]<br/>Book<br/>Pipelines in permafrost, interim report : tundra studiesent://SD_ILS/0/SD_ILS:3119552024-06-03T04:31:40Z2024-06-03T04:31:40Z[1969]<br/>Book<br/>Permafrost investigations, Fairbanks area, Alaska ; permafrost program preliminary report.ent://SD_ILS/0/SD_ILS:34174732024-06-03T04:31:40Z2024-06-03T04:31:40Z1948]<br/>Book<br/>Multiresolution digital soil mapping of permafrost soils using a random forest classifier : an investigation along the Dalton Highway corridor, Alaskaent://SD_ILS/0/SD_ILS:53655192024-06-03T04:31:40Z2024-06-03T04:31:40ZPaul, Joshua D.,<br/>2018.<br/>In order to complete soil inventories in the remote permafrost zones of Alaska, there is a need to develop efficient digital soil mapping tools that can be applied over large areas using a minimum of ground truth data. This investigation first used a random forest classifier to test combinations of environmental input data at multiple resolutions (10m, 30m, and 100m). Five tiers of soil taxonomic units were predicted: Order, Suborder, Great Group, "Series Concept", and Particle Size Class. Model outputs are compared quantitatively via estimated out-of-bag accuracy, and qualitatively via visual inspection by soil scientists. Estimated out-of-bag accuracy ranged from ~45% to ~75%, with results improving when fewer classes were modeled. Model runs at 10m and 30m resolution performed comparably, with 100m resolution performing ~5-10% worse in most cases. Increasing the number of trees used, including categorical environmental input data (e.g. landforms), and replacement of environmental covariates with principal component analysis (PCA) bands did not significantly improve model performance. The random forest classifier was then used in a digital soil mapping pilot study along the Dalton Highway in northern Alaska. Parameters suggested in the initial study were used to predict multiple soil taxonomic classes from a basic collection of environmental covariates generated using high resolution (10m) satellite images and sparsely sampled pedon data. Covariates included maximum curvature, multiresolution valley bottom flatness, normalized height, potential incoming solar radiation, slope, terrain ruggedness index, and modified soil and vegetation index. Five tiers of soil taxonomic units were predicted: Order, Suborder, Great Group, "Series Concept", and Particle Size Class. Model outputs are compared quantitatively via estimated out-of-bag accuracy. Estimated out-of-bag accuracy ranged from ~45% to ~75%, with results improving when fewer classes were modeled. We suggest future research into optimized sampling to ensure an adequate distribution of samples across the feature space, and the incorporation of expert knowledge into accuracy assessments. Overall, digital soil mapping with random forest classifiers appears to be a promising method for completing the soil survey of Alaska.<br/>Electronic resource<br/>USGS permafrost research determines the risks of permafrost thaw to biologic and hydrologic resourcesent://SD_ILS/0/SD_ILS:57293292024-06-03T04:31:40Z2024-06-03T04:31:40ZWaldrop, Mark P.,<br/>2021.<br/>Electronic resource<br/>Investigation of military construction in artic and subartic [sic] regions : trees of Interior Alaska, their significance as soil and permafrost indicatorsent://SD_ILS/0/SD_ILS:17583902024-06-03T04:31:40Z2024-06-03T04:31:40Z1952.<br/>Book<br/>Performance of a roadway with a peat underlay over permafrostent://SD_ILS/0/SD_ILS:43147092024-06-03T04:31:40Z2024-06-03T04:31:40ZEsch, David C.<br/>1978.<br/>Book<br/>Active layer thermal regimes in an alpine pass, Chitisone Pass, Alaska [microform]ent://SD_ILS/0/SD_ILS:15396552024-06-03T04:31:40Z2024-06-03T04:31:40ZBrazel, Anthony J.<br/>1972.<br/>Microform<br/>JLC Title 245h [microform]<br/>Geomorphology of the northeast planning area, National Petroleum Reserve-Alaska, 2002 : final reportent://SD_ILS/0/SD_ILS:12196892024-06-03T04:31:40Z2024-06-03T04:31:40ZJorgenson, M. Torre.<br/>[2003]<br/>Electronic resource<br/>Peat used as roadway insulation over permafrost [microform] : results from the Canyon Creek siteent://SD_ILS/0/SD_ILS:35626492024-06-03T04:31:40Z2024-06-03T04:31:40ZReckard, M. K.<br/>1988.<br/>Microform<br/>JLC Title 245h [microform] :<br/>Freeze-thaw cycle in the coastal Arctic of Alaska : technical reportent://SD_ILS/0/SD_ILS:15093632024-06-03T04:31:40Z2024-06-03T04:31:40ZSearby, Harold W.<br/>1968.<br/>Book<br/>Air duct systems for roadway stabilization over permafrost areas : final reportent://SD_ILS/0/SD_ILS:16535702024-06-03T04:31:40Z2024-06-03T04:31:40ZZarling, John P.<br/>[1984]<br/>Book<br/>Environmental setting, Barrow, Alaskaent://SD_ILS/0/SD_ILS:11774022024-06-03T04:31:40Z2024-06-03T04:31:40ZBrown, Jerry,<br/>[1968]<br/>Book<br/>Peat used as roadway insulation over permafrost : results from the Canyon Creek siteent://SD_ILS/0/SD_ILS:15133912024-06-03T04:31:40Z2024-06-03T04:31:40ZReckard, M. K.<br/>[1988]<br/>Book<br/>Field observations of a large diameter chilled pipeline experiment, Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:38025182024-06-03T04:31:40Z2024-06-03T04:31:40ZBray, Matthew Thomas.<br/>[2003]<br/>"A large scale 105 m long, 0.9 m diameter chilled pipeline experiment was conducted to assess the response of a chilled pipeline that transitions between unfrozen and permafrost soils in discontinuous permafrost regions. Thermal and heave characteristics of the experiment for a three year monitoring period are reported. In response to the chilled pipeline, the progressive cooling patterns within the permafrost and unfrozen soils were different resulting in the development of a thermal boundary at the transition zone between the two thermally different soils. The absolute maximum heave was 0.197 m near the thermal boundary, resulting in a differential heave of 0.148 m. Three distinct heave phases were identified within the unfrozen soil. Phase 1 heave was characterized by rapid frost penetration, heave due to pore water expansion, and FHR between 2.9% and 4.8%. Phase 2 heave was characterized by ice segregation, occurred approximately between 1.0 m and 2.5 m below the pipeline, and FHR values were 9.6% to 9.9%. Phase 3 heave occurred below 2.5 m, was representative of pore water expansion, with FHR approximately 4%. The average FHR ranged between 5.4% and 6.8%"--Leaf iii.<br/>Manuscript<br/>Oil recovery and formation damage in permafrost, Umiat Field, Alaskaent://SD_ILS/0/SD_ILS:16435052024-06-03T04:31:40Z2024-06-03T04:31:40ZBaptist, Oren C.,<br/>[1960]<br/>Electronic resource<br/>Guidebook to permafrost and Quaternary geology along the Richardson and Glenn highways between Fairbanks and Anchorage, Alaska : Fourth International Conference on Permafrost, July 18-22, 1983, University of Alaska, Fairbanks, Alaska, U.S.A.ent://SD_ILS/0/SD_ILS:15664572024-06-03T04:31:40Z2024-06-03T04:31:40Z1983.<br/>Book<br/>Marine seismic refraction study between Cape Simpson and Prudhoe Bay, Alaska [microform]ent://SD_ILS/0/SD_ILS:17449492024-06-03T04:31:40Z2024-06-03T04:31:40ZBée, Michel.<br/>1979.<br/>Manuscript<br/>JLC Title 245h [microform]<br/>Proposed Arctic gas pipeline routes Prudhoe Bay to Alaska/Yukon border.ent://SD_ILS/0/SD_ILS:3737182024-06-03T04:31:40Z2024-06-03T04:31:40Z1974.<br/>Book<br/>Geological soil investigation of Beacon Hill proposed townsite, Point Hope, Alaskaent://SD_ILS/0/SD_ILS:2595692024-06-03T04:31:40Z2024-06-03T04:31:40Z[1973]<br/>Book<br/>Penetration tests in subsea permafrost, Prudhoe Bay, Alaskaent://SD_ILS/0/SD_ILS:15066622024-06-03T04:31:40Z2024-06-03T04:31:40Z1979.<br/>Book<br/>Subsurface investigation : a report prepared for Bureau of Land Managementent://SD_ILS/0/SD_ILS:37980692024-06-03T04:31:40Z2024-06-03T04:31:40Z1972.<br/>Book<br/>Ground temperatures and permafrost degradation on the Tanana Flats, Interior Alaska, USAent://SD_ILS/0/SD_ILS:11300012024-06-03T04:31:40Z2024-06-03T04:31:40Z[2002?]<br/>Investigates the process of permafrost thawing by comparing thaw depths, ground surface elevations and ground temperatures over several years in transects of three permafrost stability types: stable, unstable degrading, and completely degraded. Vegetation was used to identify respective areas of permafrost stability.<br/>Book<br/>Improvements in magnetic observatory construction and operation in permafrost areasent://SD_ILS/0/SD_ILS:10891322024-06-03T04:31:40Z2024-06-03T04:31:40ZTownshend, John B.<br/>1978.<br/>Book<br/>Final report of cold pipeline performance in permafrost at Barrow, Alaska October 1968 - June 1973ent://SD_ILS/0/SD_ILS:11992172024-06-03T04:31:40Z2024-06-03T04:31:40ZKnight, George R.<br/>[1973]<br/>Book<br/>Ecological land evaluation for the Yukon training area on Fort Wainwright : permafrost, disturbance, and habitat use : final reportent://SD_ILS/0/SD_ILS:37811222024-06-03T04:31:40Z2024-06-03T04:31:40ZJorgenson, M. Torre.<br/>[2000]<br/>Book<br/>Effects of an open boundary on winter time free convection in a porous roadway embankmentent://SD_ILS/0/SD_ILS:36309712024-06-03T04:31:40Z2024-06-03T04:31:40ZTu, Zheng.<br/>1996.<br/>Manuscript<br/>The ecological effects of vehicular traffic on frozen tundraent://SD_ILS/0/SD_ILS:11860422024-06-03T04:31:40Z2024-06-03T04:31:40ZButtrick, Steven Colby,<br/>1973.<br/>Manuscript<br/>Piles in permafrost for bridge foundationsent://SD_ILS/0/SD_ILS:2437382024-06-03T04:31:40Z2024-06-03T04:31:40ZCrory, Frederick E.<br/>[between 1966 and 1981]<br/>Book<br/>Stability of an underground room in frozen gravelent://SD_ILS/0/SD_ILS:11640072024-06-03T04:31:40Z2024-06-03T04:31:40ZPettibone, Howard C.<br/>1973.<br/>Book<br/>Ground temperature equipment.ent://SD_ILS/0/SD_ILS:35171622024-06-03T04:31:40Z2024-06-03T04:31:40Z[1948]<br/>Comprehensive report : investigation of airfield construction in arctic and subarctic regions ; v. 8<br/>Book<br/>Design of thermal probes to stabilize the Farmers Loop Sinkhole at MP 8.7 on Farmers Loop Road, Fairbanks, Alaskaent://SD_ILS/0/SD_ILS:38030752024-06-03T04:31:40Z2024-06-03T04:31:40Z1983.<br/>Book<br/>Use of geogrids for limiting longitudinal cracking in roads on permafrost [microform] : final reportent://SD_ILS/0/SD_ILS:35626502024-06-03T04:31:40Z2024-06-03T04:31:40ZSavage, Bonnie Mae.<br/>[1991]<br/>Microform<br/>JLC Title 245h [microform] :<br/>The effect of permafrost on the biogeochemistry of two subarctic streamsent://SD_ILS/0/SD_ILS:36647672024-06-03T04:31:40Z2024-06-03T04:31:40ZMacLean, Robert,<br/>1997.<br/>Manuscript<br/>Development and application of an upland boreal forest succession modelent://SD_ILS/0/SD_ILS:3921632024-06-03T04:31:40Z2024-06-03T04:31:40ZMoorhead, Daryl Lee,<br/>1985.<br/>Manuscript<br/>Interim report (draft): slope stability in permafrost terrain : prepared for Alaskan Arctic Gas Company Limited and Canadian Arctic Gas Study Limitedent://SD_ILS/0/SD_ILS:3617992024-06-03T04:31:40Z2024-06-03T04:31:40Z1974.<br/>Book<br/>Guidebook to permafrost and related features of the Colville River Delta, Alaska : Fourth International Conference on Permafrost, July 18-22, 1983, University of Alaska, Fairbanks, Alaska, U.S.A.ent://SD_ILS/0/SD_ILS:15664632024-06-03T04:31:40Z2024-06-03T04:31:40ZWalker, H. J.<br/>1983.<br/>Book<br/>Illustrated summary of the geology of the Yukon Flats Region, Alaskaent://SD_ILS/0/SD_ILS:15104612024-06-03T04:31:40Z2024-06-03T04:31:40ZHeinsohn, Frank P.<br/>[1964]<br/>Book<br/>Rehabilitation of the West Sak 1 exploratory well site : 2002 progress reportent://SD_ILS/0/SD_ILS:38115482024-06-03T04:31:40Z2024-06-03T04:31:40Z[2003]<br/>Book<br/>