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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>Estimation of Subgrade Resilient Modulus from Standard Tests</i>” by E. C. Drumm, Y. Boateng‐Poku, and T. Johnson Pierce (May, 1990, Vol. 116, No. 5) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Woojin Lee; Nihal Bohra; A. G. Altschaeffl
    Publisher: American Society of Civil Engineers
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    Moisture Curve of Compacted Clay: Mercury Intrusion Method 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author(s): S. Prapaharan; A. G. Altschaeffl; B. J. Dempsey
    Publisher: American Society of Civil Engineers
    Abstract: This study presents procedures with which one can predict the equilibrium water content, in-service, of a clayey pavement subgrade. Mercury intrusion and pore-size distribution of a specimen of the soil at the in-service ...
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    Fabric of Field‐ and Laboratory‐Compacted Clay 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): S. Prapaharan; D. M. White; A. G. Altschaeffl
    Publisher: American Society of Civil Engineers
    Abstract: The fabric of a medium plastic clay soil has been characterized by the distribution of the sizes of the void spaces in the soil. The soil has been compacted in the field by static—and vibratory—segmented pad rollers with ...
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    Closure to “Resilient Characteristics of Dune Sand” by Woojin Lee, N. C. Bohra, and A. G. Altschaeffl 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Woojin Lee; N. C. Bohra; A. G. Altschaeffl
    Publisher: American Society of Civil Engineers
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    Resilient Characteristics of Dune Sand 

    Source: Journal of Transportation Engineering, Part A: Systems:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Woojin Lee; N. C. Bohra; A. G. Altschaeffl
    Publisher: American Society of Civil Engineers
    Abstract: Resilient-modulus tests were performed on a laboratory compacted dune sand following the standard test procedure described in the 1982
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    Closure to “<i>Moisture Curve of Compacted Clay: Mercury Intrusion Method</i>” by S. Prapaharan, A. G. Altschaeffl, and B. J. Dempsey (September, 1985, Vol. 111, No. 9) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author(s): S. Prapaharan; A. G. Altschaeffl; B. J. Dempsey
    Publisher: American Society of Civil Engineers
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    Effect of Disturbance on Pressuremeter Results in Clays 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): S. Prapaharan; J. L. Chameau; A. G. Altschaeffl; R. D. Holtz
    Publisher: American Society of Civil Engineers
    Abstract: The installation of the pressuremeter probe in the ground causes disturbance to the adjacent soil, resulting in the formation of an annular zone of remolded soil around the probe. In the conventional pressuremeter test, ...
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    Closure to “<i>Effect of Disturbance on Pressuremeter Results in Clays</i>” by S. Prapaharan, J. L. Chameau, A. G. Altschaeffl, and R. D. Holtz (January, 1990, Vol. 116, No. 1) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): S. Prapaharan; J. L. Chameau; A. G. Altschaeffl; R. D. Holtz
    Publisher: American Society of Civil Engineers
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