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    Closure to “Numerical Investigation of the Effect of Vertical Load on the Lateral Response of Piles” by S. Karthigeyan, V. V. G. S. T. Ramakrishna and K. Rajagopal 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): S. Karthigeyan; V. V. G. S. T. Ramakrishna; K. Rajagopal
    Publisher: American Society of Civil Engineers
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    Numerical Investigation of the Effect of Vertical Load on the Lateral Response of Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): S. Karthigeyan; V. V. G. S. T. Ramakrishna; K. Rajagopal
    Publisher: American Society of Civil Engineers
    Abstract: The laboratory and field test data on the response of piles under the combined action of vertical and lateral loads is rather limited. The current practice for design of piles is to consider the vertical and lateral loads ...
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    Influence of Rigidity on Laterally Loaded Pile Groups in Marine Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): S. Narasimha Rao; V. G. S. T. Ramakrishna; M. Babu Rao
    Publisher: American Society of Civil Engineers
    Abstract: Pile-supported marine structures are designed for significant amounts of lateral load. In this paper, the influence of parameters like flexural rigidity of pile material, embedment length of pile, and arrangement of piles ...
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    Behavior of Pile-Supported Dolphins in Marine Clay under Lateral Loading 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): S. Narasimha Rao; V. G. S. T. Ramakrishna; G. Balarama Raju
    Publisher: American Society of Civil Engineers
    Abstract: Pile-supported dolphins are designed for significant amounts of lateral loads. In this paper, the results obtained from tests carried out on model groups of piles to support dolphin-type structures are presented and ...
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