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    Anisotropic Strength Evaluation of Clay Reinforced with Grout Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): S. F. Su
    Publisher: American Society of Civil Engineers
    Abstract: Grout piles are often used to reinforce the base soil against base heave when carrying out deep excavations in soft clay. However, there is still a lack of an adequate criterion to describe the shear strength of clay ...
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    Influence of Strength Anisotropy on Piezocone Resistance in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): S. F. Su; H. J. Liao
    Publisher: American Society of Civil Engineers
    Abstract: Since different undrained shear strengths may be obtained from different laboratory or field tests, different cone factors are needed to calculate the undrained shear strengths from the results of a piezocone test in clay. ...
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    Base Stability of Deep Excavation in Anisotropic Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): S. F. Su; H. J. Liao; Y. H. Lin
    Publisher: American Society of Civil Engineers
    Abstract: Base stability of a deep excavation in clay is affected not only by soil properties such as soil strength and strength anisotropy, but also by several construction factors, such as the stiffness and depth of the excavation ...
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    Base Stability of Deep Excavation in Anisotropic Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Andrew J. Whittle; Boonchai Ukritchon; S. F. Su; H. J. Liao; Y. H. Lin
    Publisher: American Society of Civil Engineers
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