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    Closure to “Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay” by D. E. L. Ong, C. F. Leung, and Y. K. Chow 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): D. E. Ong; C. F. Leung; Y. K. Chow
    Publisher: American Society of Civil Engineers
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    Pile Behavior Due to Excavation-Induced Soil Movement in Clay. II: Collapsed Wall 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): C. F. Leung; D. E. Ong; Y. K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: A series of centrifuge model tests has been conducted to investigate the behavior of a single pile behind a retaining wall that eventually fails due to soil excavation in front of the wall. All the piles are located at
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    Pile Behavior due to Excavation-Induced Soil Movement in Clay. I: Stable Wall 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): D. E. Ong; C. E. Leung; Y. K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: A series of centrifuge model tests has been conducted to investigate the behavior of a single pile subjected to excavation-induced soil movements behind a stable retaining wall in clay. The results reveal that after the ...
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