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    Consolidation of Clay by Sand Drain under Time-Dependent Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): K. R. Lekha; N. R. Krishnaswamy; P. Basak
    Publisher: American Society of Civil Engineers
    Abstract: The mathematical theory and physical laws of one-dimensional consolidation of clayey soils are well-known. Sand drains accelerate the consolidation process. Several analytical and experimental studies have already reported ...
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    Consolidation of Clays for Variable Permeability and Compressibility 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): K. R. Lekha; N. R. Krishnaswamy; P. Basak
    Publisher: American Society of Civil Engineers
    Abstract: The theory of consolidation has its origin in the effective stress concept developed by Terzaghi, which was derived based on several assumptions to arrive at a simplified theory. Considering the limitations involved in ...
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    Experimental and Theoretical Investigations on Geocell-Supported Embankments 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
    Author(s): G. Madhavi Latha; K. Rajagopal; N. R. Krishnaswamy
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the advantages of geocell reinforcement on the performance of earth embankments constructed over weak foundation soil through laboratory model tests and proposes a simple method for the design of ...
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