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    Slope Failure Analysis Using Local Minimum Factor‐of‐Safety Approach 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Scott L. Huang; Kenji Yamasaki
    Publisher: American Society of Civil Engineers
    Abstract: An approach using the minimum factors of safety against local failures is presented. The state of the effective stresses in a slope is calculated by the finite element method with the Drucker‐Prager nonlinear stress‐strain ...
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    Sublimation of Pore Ice in Frozen Silt 

    Source: Journal of Cold Regions Engineering:;1987:;Volume ( 001 ):;issue: 004
    Author(s): Scott L. Huang; Nolan B. Aughenbaugh
    Publisher: American Society of Civil Engineers
    Abstract: Sublimation of pore ice in frozen silt when excavating in permafrost is a serious engineering health and safety problem due to the release of resulting dust. As part of a continuing effort to develop guidelines for mining ...
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    Field Investigation of Soil Heave by a Large Diameter Chilled Gas Pipeline Experiment, Fairbanks, Alaska 

    Source: Journal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 001
    Author(s): Scott L. Huang; Matthew T. Bray; Satoshi Akagawa; Masami Fukuda
    Publisher: American Society of Civil Engineers
    Abstract: A large scale 105-m-long, 0.9-m-diam chilled pipeline experiment was conducted to assess the response of a production pipeline that transits between unfrozen (seasonally frozen) and permafrost soils in discontinuous ...
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    Improvements in Frost Heave Laboratory Testing of Fine-Grained Soils 

    Source: Journal of Cold Regions Engineering:;2008:;Volume ( 022 ):;issue: 003
    Author(s): Margaret M. Darrow; Scott L. Huang; Yuri Shur; Satoshi Akagawa
    Publisher: American Society of Civil Engineers
    Abstract: We present a laboratory system designed for studying frost heave in fine-grained soil. The system consists of: a modified refrigerator, a frost heave test cell, a laser for measuring heave, a differential pressure transducer ...
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