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  • Hanover, NH : Cold Regions Research and Engineering Laboratory  (3)
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  • 1
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    Series available for loan
    Hanover, NH : Cold Regions Research and Engineering Laboratory
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    Call number: ZSP-202-96
    In: Research report / Cold Regions Research and Engineering Laboratory, 96
    Description / Table of Contents: Techniques were established by which quantitative data can be obtained from patterned ground features. The field work was carried out during the summers of 1954 and 1955 near Camp Tuto, Greenland. The investigation site is described, and extensive data are presented. The soil materials composing the patterned ground features were found to be of common mineralogy, grain size distribution, and plasticity. The chemical nature of the soils does not contribute to feature formation; it is the mechanical processes acting on these materials that are important. A sharp rise in the soil water content in the form of ice was consistently noted when passing through the base of the active layer into the present permafrost. A net heave occurred at both feature center and border locations, The magnitude of the heave is about 0.05 ft for the centers and 0.03 ft for the borders. Feature age was estimated to be about 150 yr. Vertical sorting occurs over the entire depth of the active layer but radial sorting is confined to the upper 2 ft. Groundwater flow occurs mostly through the feature borders, and incoming radiation has an important effect on the progression of the frost line. The progression of thaw is very rapid and, by the end of summer, the thaw penetration is greatest under the feature centers.
    Type of Medium: Series available for loan
    Pages: VI, 76 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 96
    Language: English
    Note: CONTENTS Preface Summary Introduction Site of investigation Selection of study area General information about site and vicinity Accumulation and initial evaluation of data Feature 1 - preliminary study (raised center feature) Feature 2 - bench mark excavation - preliminary soils study (depressed center feature) Feature 3 - cobble orientation study Feature 4 - precise movement survey Feature 5 - radial comparison studies Feature 6 - moisture content survey Feature 7 - temperature and heat flow study (depressed center feature) Feature 8 - temperature and heat flow study (raised center feature) Feature 9 - ground water table studies Features 10 and 11 - permafrost table survey (depressed and raised center features) Combined analysis of data Sharp rise in water content at frost table Estimate of heave since deposition Study of heave measurements Consideration of feature formation time Soil grain size distribution within features Conclusions Recommendations for future work in this or similar patterned ground study areas Heave and ground-ice accumulation Solifluction ground flow Incoming radiation and soil albedo References Appendix A: General. study of heat budget of the active layer
    Location: AWI Archive
    Branch Library: AWI Library
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  • 2
    Call number: ZSP-202-324
    In: Research report
    Description / Table of Contents: CONTENTS: Preface. - Introduction. - Resistivities of earth materials. - Dependence of resistivity on soil type. - Relation between resistivity and water content. - Dependence of resistivity on temperature. - Dependence of resistivity on ice content. - Resistivity of rocks. - Theory and method. - The E-phase system. - Calibration. - Analogue recorder. - Magnetic recorder. - Flight path recovery camera. - Altimeter. - Data reduction. - Horizontal control. - Computation of apparent resistivity. - Computer processing of data. - Plotting and contouring of data. - Filtering of E-phase data. - Problem areas of the E-phase technique. - Horizontal control. - Zero error. - Interference. - Ground control in study areas. - Computer modeling of resistivity profiles in central Alaska. - Results. - Goldstream site. - Site 2. - Chena Hot Springs Road. - Moose Creek Dam. - Conclusions. - Literature cited. - Abstract.
    Description / Table of Contents: Airborne resistivity methods using radio waves in three frequency bands were tested in the vicinity of Fairbanks, Alaska. The test sites were selected because much ground control is available for this area. The objectives of this study were to determine the ability of these methods to map permafrost and other soils and to investigate the advantages of multifrequency mapping. Investigations in permafrost regions for such geotechnical endeavors as route selection for roads and pipelines and site investigation for building and dam construction often require that a careful assessment be made of the presence or absence of frozen ground, of the ice content of frozen ground, and of the depth of frozen ground. The airborne resistivity data obtained in this study were contoured and the contour maps were compared with surficial geological maps and other ground truth data available. The following conclusions were reached: 1) in areas where the near surface sediments are relatively uniform; VLF resistivity best delineates permafrost; and 2) in areas where surface sediments vary widely (e.g., recent flood plains), resistivity at all frequencies gives little information on permafrost conditions, but provides other important information, such as bedrock type, depth to bedrock, soil type and layering.
    Type of Medium: Series available for loan
    Pages: v, 45 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory, CRREL, US Army Material Command 324
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  • 3
    Call number: ZSP-202-322
    In: Research report
    Description / Table of Contents: CONTENTS: Introduction. - Experimental procedure. - Results. - Discussion. - Literature cited.
    Description / Table of Contents: Previous studies indicated that when water-ice phase composition curves are normalized to unit surface area, the unfrozen water content values at given temperatures for the kaolinite/water system are higher than those of other soils and soil constituents. The water-ice phase composition curve for this system has been redetermined using an improved isothermal calorimeter and the earlier curve confirmed. For most soils, water-ice phase composition curves are well represented by a simple power curve. In contrast, the layer-lattice silicate/water systems so far investigated behave differently; segments of two power curves are required to fit the data. Values of unfrozen water content per unit surface area (determined by ethylene glycol adsorption) for the kaolinite/water systems are more than twice as large as those for the two representative montmorillonite/water systems investigated.
    Type of Medium: Series available for loan
    Pages: iii, 10 Seiten Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory, CRREL, US Army Material Command 322
    Branch Library: AWI Library
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