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    Uplift Behavior of Pile Anchors Subjected to Lateral Cyclic Loading 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): S. Narasimha Rao; Y. V. S. N. Prasad
    Publisher: American Society of Civil Engineers
    Abstract: There are many onshore and offshore situations where the lateral cyclic loading may affect both the pullout and lateral capacity of pile anchors. In this paper, an attempt has been made to study the effect of lateral cyclic ...
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    Estimation of Uplift Capacity of Helical Anchors in Clays 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): S. Narasimha Rao; Y. V. S. N. Prasad
    Publisher: American Society of Civil Engineers
    Abstract: Currently, helical anchors are being extensively used in the construction of transmission tower foundations, pipelines, and braced excavations. To arrive at the uplift capacity of these anchors, it is necessary to assume ...
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    Discussion of “<i>Uplift Behavior of Screw Anchors in Sand. I: Dry Sand</i>” by Ashraf Ghaly, Adel Hanna, and Mikhail Hanna (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): S. Narasimha Rao; Y. V. S. N. Prasad
    Publisher: American Society of Civil Engineers
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