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  • 1975-1979  (7,596)
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  • 1
    Call number: ZSP-201-78/12
    In: CRREL Report, 78-12
    Description / Table of Contents: Road test sections of membrane-enveloped silt and clay soils overlain with asphalt cement concrete were subjected to repetitive dynamic plate-bearing loadings to determine their strength variations during freeze-thaw cycles. The recoverable surface deformations in the load deflection bowl were continuously measured during the loading cycles and analyzed using the Chevron layered elastic computer program to obtain the in situ resilient deformation modulus of the various section layers at different stages of the freeze-thaw cycles. The resilient stiffness of the pavement system (the total load per unit of resilient load plate deflection) was also calculated for the various freeze-thaw conditions. The modulus values of the asphalt cement concrete varied inversely with its temperature by an order of magnetide (90,000 psi to 1,300,000 psi). The resilient stiffness of the pavement system varied in the same manner by nearly a factor of eight (228.4 kips/in. to 1740.2 kips/in.). Despite the wide strength variations of the sections during freeze-thaw cycles, membrane-enveloped fine-grained soils can be utilized instead of granular materials as base and subbase layers in flexible pavements in cold regions where moisture migration is a major concern. Moisture migration did not occur at saturation levels up to 75%, thus there was no strength loss during thawing.
    Type of Medium: Series available for loan
    Pages: v, 24 Seiten , Illustrationen
    Series Statement: CRREL Report 78-12
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors: U.S.customary to metric units of measurement Introduction Freeze-thaw system Construction materials Controlled environment test section Outdoor sections Temperature monitoring instrumentation Repetitive plate bearing test apparatus Test results and analyses Conclusions Literature cited
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  • 2
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/18
    In: CRREL Report, 79-18
    Description / Table of Contents: Temperatures of the subgrade and of sulfur foam insulation test sections in an expedient road were monitored with thermocouples to document freezing and thawing conditions. Vehicular trafficking was conducted on a limited basis to determine the load supporting capabilities of the foam. The sulfur foam, placed directly under a prefabri­cated surface mat, was found to be unsuitable for use as an expedient thermal insulation and traffic load supporting material primarily because of its low tensile strength and high brittleness. The insulating value of sulfur foam pro­duced by the batch process in the field was about one-half that of extruded polystyrene, meaning double the thick­ness for equal protection against thaw.
    Type of Medium: Series available for loan
    Pages: v, 21 Seiten
    Series Statement: CRREL Report 79-18
    Language: English
    Note: CONTENTS Preface Conversion factors: U.S. customary to metric units of measurement Introduction Site preparation Sulfur foam application Sulfur foaming equipment Environmental aspects Traffic testing and test pad observations Field sampling and temperature readings during pouring Lab tests for physical properties Sulfur foam odor analysis Insulation costs Lab experiments with sulfur foam Conclusions Literature cited
    Location: AWI Archive
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  • 3
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/16
    In: CRREL Report, 79-16
    Description / Table of Contents: In 1973 two membrane encapsulated soil layer (MESL) test sections were constructed into existing gravel surfaced roads at Elmendorf A FB and at Ft. Wainwright in Anchorage and Fairbanks, Alaska, respectively. The Elmendorf AFB MESL contains a silty clay soil and the Ft. Wainwright MESL contains a nonplastic silt. Both sections were constructed at soil moisture contents of approximately 2% to 3% below optimum for the CE-12 compactive effort. There were no indica­tions of soil moisture migration during freezing in either test section and after-thaw field California Bearing Ratio values were nearly equal to values measured before freezing. There is growing evidence of a slight increase in the overall soil moisture content in the Elmendorf AFB MESL possibly from moisture entering through the single layer polyethylene sidewalls which were not treated with asphalt emulsion. There is good evidence that the membrane of the same section might have received damage during a soil sampling operation which allowed localized moisture infiltration. A two-layer polyethylene membrane used in the Ft. Wainwright MESL is considered a more positive moisture barrier than the single sheet and a justifiable added cost for permanent construction.
    Type of Medium: Series available for loan
    Pages: v, 27 Seiten , Illustrationen
    Series Statement: CRREL Report 79-16
    Language: English
    Note: CONTENTS Preface Introduction Laboratory studies General Elmendorf AFB silty clay Fairbanks silt Field studies Elmendorf AFB MESL Ft. Wainwright MESL Traffic use Elmendorf AFB MESL Ft. Wainwright MESL Performance observations Elmendorf AFB MESL Ft. Wainwright MESL Conclusions Elmendorf AFB MESL Ft. Wainwright MESL General Literature cited Appendix A. The MESL concept Appendix B. Classification, compaction, freezing and CBR test results for Fairbanks silt
    Location: AWI Archive
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  • 4
    Monograph available for loan
    Monograph available for loan
    Leningrad : Gidrometeoizdat
    Call number: MOP 45541 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 422 Seiten
    Uniform Title: Principles of applied climatology
    Language: Russian
    Note: In kyrillischer Schrift
    Location: MOP - must be ordered
    Branch Library: GFZ Library
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  • 5
    Monograph available for loan
    Monograph available for loan
    New York : Academic Press
    Associated volumes
    Call number: AWI A6-94-0044
    In: Advances in geophysics, Volume 21
    Type of Medium: Monograph available for loan
    Pages: Seiten 87-230 , Illustrationen
    Series Statement: Advances in geophysics Volume 21
    Language: English
    Note: Contents 1. An Introduction to Mountain Effects 2. The Flow over Hills and the Generation of Mountain Waves 2.1 Buoyancy Forces 2.2 The Theory of Two- Dimensional Mountain Waves 2.3 Observations of Mountain Waves 2.4 The Three-Dimensional Flow over Isolated Hills 2.5 Large-Amplitude Mountains and Blocking 2.6 The Observed Barrier Effect of Mountains-The Fohn and Bora 2. 7 The Influence of the Boundary Layer on Mountain Flows 2.8 Slope Winds and Mountain and Valley Winds 3. The Flow near Mesoscale and Synoptic-Scale Mountains 3.1 Quasi-geostrophic Flow over a Mountain 3.2 The Effect of Inertia on the Flow over Mesoscale Mountains 3.3 Theories of Lee Cyclogenesis 4. Orographic Control of Precipitation 4.1 Observations of Rainfall Distribution 4.2 The Mechanism of Upslope Rain 4.3 The Redistribution of Rainfall by Small Hills 4.4 Orographic-Convective Precipitation 5. Planetary-Scale Mountain Waves 5.1 A Vertically Integrated Model of Topographically Forced Planetary Waves 5.2 The Vertical Structure of Planetary Waves on a ,8-Plane between Bounding Latitudes 5.3 Models of Stationary Planetary Waves Allowing Meridional Propagation and Lateral Variation in the Background Wind References
    Location: AWI Reading room
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  • 6
    Series available for loan
    Series available for loan
    Lexington, Ky.
    Associated volumes
    Call number: SR 90.1049(10,23)
    In: Information circular
    Type of Medium: Series available for loan
    Pages: 66 S.
    Series Statement: Information circular / Kentucky Geological Survey ser. 10, no. 23
    Language: English
    Location: Lower compact magazine
    Branch Library: GFZ Library
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  • 7
    Call number: SR 90.0088(31)
    In: Smithsonian contributions to paleobiology
    Type of Medium: Series available for loan
    Pages: III, 139 S.
    Series Statement: Smithsonian contributions to paleobiology 31
    Language: English
    Location: Lower compact magazine
    Branch Library: GFZ Library
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  • 8
    Call number: MR 90.1019
    In: Cooperative resources report
    Type of Medium: Monograph available for loan
    Pages: 79 S. + 3 Kt.-Beil.
    Series Statement: Cooperative resources report / Illinois State Water Survey 4
    Language: English
    Location: Upper compact magazine
    Branch Library: GFZ Library
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  • 9
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/6
    In: CRREL Report, 79-6
    Description / Table of Contents: Nondestructive repetitive plate bearing (RPB) tests were conducted on various test sections in state highways in Maine during 13-15 April 1976. The RPB test consists of making resilient surface deflection measurements during repetitive loadings at various radii from the load plate. The pavement system stiffness was calculated and the resilient modulus values for the various pavement layers were determined with the Chevron computer program for a layered elastic system. A thawed analysis using nondimensional deflection curves for the various sections provided a guide to the susceptibility of the pavement systems to surface failure and pothole development. Some comparisons between stabilized and nonstabilized aggregate and soil were made with calculated stiffness values. The moduli of the various materials were also compared. The residual surface deflections during testing for several pavement systems indicated a linear logarithmic relationship with number of load applications. A relationship between the modulus of the asphalt cement concrete pavement and pavement temperature was developed for the limited temperature range during the testing.
    Type of Medium: Series available for loan
    Pages: v, 20 Seiten , Illustrationen
    Series Statement: CRREL Report 79-6
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors Introduction Descriptions of road test sections Test equipment and procedures. Field repetitive plate bearing tests Data analysis General Layered-elastic analysis of the pavement systems Statistical analysis. Flexural analysis Summary and conclusions Literature cited Appendix A: Resilient surface deflections for the test points
    Location: AWI Archive
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  • 10
    Call number: MR 90.1081
    In: Bulletin / Virginia Polytechnic Institute, Research Division
    Type of Medium: Monograph available for loan
    Pages: xvi, 200 S.
    Series Statement: Research division bulletin 135
    Language: English
    Location: Upper compact magazine
    Branch Library: GFZ Library
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