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    Critical Reappraisal of Colloidal Activity of Clays 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): N. S. Pandian; T. S. Nagaraj
    Publisher: American Society of Civil Engineers
    Abstract: Soil properties and their behavior, apart from stress history, are influence markedly by physicochemical characteristics of the constituent clay and nonclay minerals and their relative proportions. Atterberg limits and ...
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    Closure to “<i>Critical Reappraisal of Colloidal Activity of Clays</i>” by N. S. Pandian and T. S. Nagaraj (February, 1990, Vol. 116, No. 2) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): N. S. Pandian; T. S. Nagaraj
    Publisher: American Society of Civil Engineers
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    Tropical Clays. II: Engineering Behavior 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): N. S. Pandian; T. S. Nagaraj; G. L. Sivakumar Babu
    Publisher: American Society of Civil Engineers
    Abstract: The general impression with tropical soils showing changes in plasticity characteristics upon drying is that the compressibility decreases, and shear strength and permeability increase with drying. The study reported in ...
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    Discussion of “<i>Influence of Structure and Composition of Residual Soils</i>” by Laurence D. Wesley (April, 1990, Vol. 116, No. 4) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): G. L. Sivakumar Babu; N. S. Pandian; T. S. Nagaraj
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Generalized State Parameter for Partly Saturated Soils</i>” by N. S. Pandian, T. S. Nagaraj, G. L. Siva Kumar Babu (April, 1992, Vol. 118) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): N. S. Pandian; T. S. Nagaraj; G. L. Siva Kumar Babu
    Publisher: American Society of Civil Engineers
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    Generalized State Parameter for Partly Saturated Soils 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): N. S. Pandian; T. S. Nagaraj; G. L. Siva Kumar Babu
    Publisher: American Society of Civil Engineers
    Abstract: Studies on compressibility and shear strength aspects are the concern of many investigators concerned with partly saturated soils. In soil engineering connected with partly saturated soils, there are no approaches connecting ...
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