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    Discussion of “<i>Level Ground Soil‐Liquefaction Analysis Using In Situ Properties: I</i>” by Kandiah Arulanandan and Kanthasamy K. Muraleetharan (July, 1988, Vol. 114, No. 7) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): S. Thevanayagam
    Publisher: American Society of Civil Engineers
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    Effect of Fines and Confining Stress on Undrained Shear Strength of Silty Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): S. Thevanayagam
    Publisher: American Society of Civil Engineers
    Abstract: A silty sand is considered as a delicate composite matrix containing a sand-grain-matrix and a silt-matrix. Large strain undrained shear strength (
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    Closure to “Effect of Fines and Confining Stress on Undrained Shear Strength of Silty Sands” by S. Thevanayagam 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): S. Thevanayagam
    Publisher: American Society of Civil Engineers
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    Electrical Response of Two‐Phase Soil: Theory and Applications 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): S. Thevanayagam
    Publisher: American Society of Civil Engineers
    Abstract: A general frequency‐domain solution for electrical response of two‐phase dilute (high porosity) soil is presented. Tensorial character of the response in terms of dielectric constants as well as the resistivities of the ...
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    Frequency-Domain Analysis of Electrical Dispersion of Soils 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 008
    Author(s): S. Thevanayagam
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical frequency-domain general solution for the electric dispersion of soils is presented here. The theory rigorously takes into account the effects of particle shape, frequency, soil mineralogy, pore fluid type, ...
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    Discussion of “<i>Compression and Extension of K0 Normally Consolidated Kaolin Clay</i>” by J. H. Atkinson, D. Richardson, and P. J. Robinson (December, 1987, Vol. 113, No. 12) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): S. Thevanayagam; S. Prapaharan
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Study of Su Predicted by Pressuremeter Test</i>” by Athanacios N. Nasr and Chitta R. Gangopadhyay (November, 1988, Vol. 114, No. 11) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): S. Thevanayagam; S. Prapaharan
    Publisher: American Society of Civil Engineers
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    Fractal Model for Flow through Saturated Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): S. Thevanayagam; S. Nesarajah
    Publisher: American Society of Civil Engineers
    Abstract: A fractal model for hydraulic conductivity of soils is presented. Based on similarities between fluid flow and propagation of electromagnetic field through soils, a parallel set of expressions is developed for hydraulic ...
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    Injection of Nutrients and TEAs in Clayey Soils Using Electrokinetics 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): S. Thevanayagam; T. Rishindran
    Publisher: American Society of Civil Engineers
    Abstract: Bioremediation is a cost-effective and attractive technique for cleanup of organic contaminants in high-permeable soils. Difficulties in providing sufficient nutrients and terminal electron acceptors (TEAs) (e.g., nitrate ...
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    Discussion of “<i>Rate Effects in Pressuremeter Tests in Clays</i>” by W. F. Anderson, I. C. Pyrah, and F. H. Ali (November, 1987, Vol. 113, No. 11) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): S. Prapaharan; S. Thevanayagam
    Publisher: American Society of Civil Engineers
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