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    State Boundary Surfaces for an Aged Compacted Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Abraham C. F. Chiu; X. Zhao; J. P. Yuan
    Publisher: American Society of Civil Engineers
    Abstract: The yielding and the peak strength of an aged compacted clay were studied by conducting a series of suction-controlled triaxial tests. The test results were interpreted using the framework of intrinsic properties of ...
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    Behavior of a Loosely Compacted Unsaturated Volcanic Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Charles W. W. Ng; Abraham C. F. Chiu
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the stress-strain relationship and volumetric behavior of a loosely compacted unsaturated decomposed volcanic soil (fill) were studied by conducting three series of triaxial stress path tests: (1) consolidated ...
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    Soil–Water Transfer Mechanism for Solidified Dredged Materials 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): W. Zhu; C. L. Zhang; Abraham C. F. Chiu
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a study of the soil–water transfer mechanism for solidified dredged materials. Soil–water consists of free water, bound water, and hydration water. The resulting hydrates change the soil–water composition ...
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    Laboratory Study of Loose Saturated and Unsaturated Decomposed Granitic Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Charles W. W. Ng; Abraham C. F. Chiu
    Publisher: American Society of Civil Engineers
    Abstract: Weathered soils are used extensively as fill materials in slope construction in tropical and subtropical cities such as Hong Kong. The mechanical behavior of loose decomposed fill materials, particularly in the unsaturated ...
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    Rainfall Infiltration Pattern in an Unsaturated Silty Sand 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 008
    Author(s): Abraham C. F. Chiu; Wei Zhu; Xuedong Chen
    Publisher: American Society of Civil Engineers
    Abstract: One-dimensional infiltration tests were conducted to investigate the effects of rainfall intensity and initial water content on the transient infiltration pattern of unsaturated silty sand. For a constant rainfall intensity ...
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