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    Closure to “Laboratory Study of Liquefaction due to Wave–Seabed Interaction” by B. Chowdhury, G. R. Dasari, and T. Nogami 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): B. Chowdhury; G. R. Dasari; T. Nogami
    Publisher: American Society of Civil Engineers
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    Laboratory Study of Liquefaction due to Wave–Seabed Interaction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): B. Chowdhury; G. R. Dasari; T. Nogami
    Publisher: American Society of Civil Engineers
    Abstract: Objects placed on the seabed sink in because of the momentary liquefaction of the seabed due to wave loading. The depth of the momentary liquefaction depends on the pore pressure propagation which is governed by wave and ...
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    Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay 

    Source: International Journal of Geomechanics:;2004:;Volume ( 004 ):;issue: 004
    Author(s): K. A. Mita; G. R. Dasari; K. W. Lo
    Publisher: American Society of Civil Engineers
    Abstract: It is well established that critical state soil mechanics provides a useful theoretical framework for constitutive modeling of soil. Most of the critical state models, including the popular modified Cam clay (MCC) model, ...
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    Lateral and Upward Soil-Pipeline Interactions in Sand for Deep Embedment Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): S. Yimsiri; K. Soga; K. Yoshizaki; G. R. Dasari; T. D. O’Rourke
    Publisher: American Society of Civil Engineers
    Abstract: The soil–pipeline interactions in sand under lateral and upward movements are investigated with particular attention to the peak forces exerted on the pipe. The analytical solutions for estimating the peak forces are ...
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    Experimental Study of the Behavior of a Lumpy Fill of Soft Clay 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002
    Author(s): R. G. Robinson; T. S. Tan; G. R. Dasari; C. F. Leung; A. Vijayakumar
    Publisher: American Society of Civil Engineers
    Abstract: Land reclamation is a major civil engineering activity in Singapore. Due to depletion of suitable local fills and the cost of imported sand, dredged and excavated clay fills, in spite of their poor engineering properties, ...
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