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    General Geocryology 

    Source: Journal of Cold Regions Engineering:;2000:;Volume ( 014 ):;issue: 001
    Author(s): Orlando B. Andersland
    Publisher: American Society of Civil Engineers
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    Discussion: Comparison of Load Restriction Timings Determined Using FHwA Guidelines and Frost Tubes 

    Source: Journal of Cold Regions Engineering:;1997:;Volume ( 011 ):;issue: 001
    Author(s): Orlando B. Andersland
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Behavior of Fabric‐ versus Fiber‐Reinforced Sand</i>” by Donald H. Gray and Talal Al‐Refeai (August, 1986, Vol. 112, No. 8) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Hassan M. Al‐Moussawi; Orlando B. Andersland
    Publisher: American Society of Civil Engineers
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    Discussions: Geotechnical Properties of Paper Mill Sludges for Use in Landfill Covers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): Orlando B. Andersland; Robert W. Day
    Publisher: American Society of Civil Engineers
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    Model Pile‐Settlement Behavior in Frozen Sand 

    Source: Journal of Cold Regions Engineering:;1991:;Volume ( 005 ):;issue: 001
    Author(s): David L. Stelzer; Orlando B. Andersland
    Publisher: American Society of Civil Engineers
    Abstract: Small cyclic loads, superimposed on a static load, will significantly increase settlement rates of friction piles embedded in frozen ground. An experimental study involving model steel piles with controlled surface geometry ...
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    Site Investigations of Fuel Spill Migration into Permafrost 

    Source: Journal of Cold Regions Engineering:;1999:;Volume ( 013 ):;issue: 003
    Author(s): Orlando B. Andersland; Kevin W. Biggar
    Publisher: American Society of Civil Engineers
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    Hydraulic Conductivity of Frozen Granular Soils 

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Orlando B. Andersland; David C. Wiggert; Simon H. Davies
    Publisher: American Society of Civil Engineers
    Abstract: Frozen soil barriers are used for the subsurface containment of liquid contaminants so as to prevent their migration before and during soil remediation. Questions concerning the imperviousness of a frozen soil barrier to ...
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