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    Closure to “<i>Method to Predict Ultimate Compression in Clays</i>” by S. Narasimha Rao and K. Kodandaramaswamy (February, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): S. Narasimha Rao; K. Kodandaramaswamy
    Publisher: American Society of Civil Engineers
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    Reaction Products Formed in Lime-Stabilized Marine Clays 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): S. Narasimha Rao; G. Rajasekaran
    Publisher: American Society of Civil Engineers
    Abstract: The use of lime to improve the behavior of marine clays has been in practice in several parts of the world over a long period. In this paper, the beneficial changes occurred in a marine clay due to the diffusion of lime ...
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    Effect of Lime on Cation Exchange Capacity of Marine Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Paul K. Mathew; S. Narasimha Rao
    Publisher: American Society of Civil Engineers
    Abstract: Lime has been successfully used as an additive to the soil to improve soil behavior. Cation exchange is considered to be one of the important reactions responsible for the improvement in the soil characteristics. This ...
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    Influence of Cations on Compressibility Behavior of a Marine Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Paul K. Mathew; S. Narasimha Rao
    Publisher: American Society of Civil Engineers
    Abstract: The type of cations present in the adsorbed double layer of any clayey soil can significantly control the soil's compressibility. This technical note examines the influence of exchangeable cations on the compressibility ...
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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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    Lateral Capacity of Helical Piles in Clays 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Yenumula V. S. N. Prasad; S. Narasimha Rao
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the behavior of helical piles under lateral loads in clayey soils is examined through an experimental investigation on model piles. Tests were conducted on rigid helical piles with different numbers of plates. ...
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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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    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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