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    Load Transfer Behavior of Rock‐Socketed Piles 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): R. Radhakrishnan; Chun F. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The research reported is concerned with the load transfer behavior of rock‐socketed bored piles. Several large‐diameter instrumented piles were load tested to at least twice their working/design loads. The piles were ...
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    Closure to “<i>Centrifugal Model Tests on Vertical Anchor Plates</i>” by Edward A. Dickin and Chun F. Leung (December, 1983) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): Edward A. Dickin; Chun F. Leung
    Publisher: American Society of Civil Engineers
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    Centrifugal Model Tests on Vertical Anchor Plates 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Edward A. Dickin; Chun F. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The stress displacement behavior of vertical anchor plates and continuous anchor walls in dense sand when subjected to horizontal pull‐out forces is presented. Results of a large number of centrifugal tests on 1 in. (25 ...
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    Evaluation of Design Methods for Vertical Anchor Plates 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Edward A. Dickin; Chun F. Leung
    Publisher: American Society of Civil Engineers
    Abstract: Design methods for vertical anchors subjected to horizontal pullout forces are reviewed. Theoretical predictions are compared with results from conventional tests on 2 in. (50 mm) models and centrifugal tests representing ...
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    Performance of Precast Driven Piles in Marine Clay 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Chun F. Leung; R. Radhakrishnan; Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
    Abstract: The research reported is concerned with the behavior of precast reinforced concrete piles driven through soft marine clay and founded in residual soil and weathered rock of sedimentary origin; to study the load‐transfer ...
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    Closure to “<i>Performance of Precast Driven Piles in Marine Clay</i>” by Chun F. Leung, R. Radhakrishnan, and Siew‐Ann Tan (April, 1991, Vol. 117, No. 4) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Chun F. Leung; R. Radhakrishnan; Siew‐Ann Tan
    Publisher: American Society of Civil Engineers
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