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    Effect of Water‐Content Variability in Design of Clay Embankments 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): G. Agrawal; A. G. Altschaeffl
    Publisher: American Society of Civil Engineers
    Abstract: The effects of the variability of the as‐compacted field water content are examined for a clay of medium to low plasticity. This soil had been studied in great detail earlier, and a large data base of parameters for the ...
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    New Basis for Earthwork Specification for Clay Soil 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 011
    Author(s): S. Thevanayagam; G. Agrawal; A. G. Altschaeffl
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study to improve the prediction of the in‐service behavior of several field‐compacted Indiana soils. The data base was created from testing of field‐compacted samples taken from test ...
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    Discussion of “<i>Knowledge‐Based Modeling of Material Behavior with Neural Networks</i>” by J. Ghaboussi, J. H. Garrett Jr. and X. Wu (January, 1991, Vol. 117, No. 1) 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    Author(s): D. Penumadu; G. Agrawal; J.‐L. Chameau
    Publisher: American Society of Civil Engineers
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