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    Discussion of “Permeability Behavior of a Water Treatment Sludge” by M. C. Wang and W. Tseng 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Gopal Achari; R. C. Joshi
    Publisher: American Society of Civil Engineers
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    Creep Behavior of Saline Fine‐Grained Frozen Soil 

    Source: Journal of Cold Regions Engineering:;1993:;Volume ( 007 ):;issue: 003
    Author(s): H. Wijeweera; R. C. Joshi
    Publisher: American Society of Civil Engineers
    Abstract: Creep tests were conducted on a fine‐grained frozen soil at different salinities ranging from 0 to 20 ppt (parts per thousand), at temperatures between −5°C and −17°C and at two total water contents of around 34% and 52%. ...
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    Temperature‐Independent Relationships for Frozen Soils 

    Source: Journal of Cold Regions Engineering:;1992:;Volume ( 006 ):;issue: 001
    Author(s): H. Wijeweera; R. C. Joshi
    Publisher: American Society of Civil Engineers
    Abstract: Constant strain‐rate and creep tests were conducted in uniaxial compression on saturated samples of six fine‐grained frozen soils at temperatures between
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    Closure to “Temperature‐Independent Relationships for Frozen Soils” by H. Wijeweera and R. C. Joshi (March, 1992, Vol. 6, No. 1) 

    Source: Journal of Cold Regions Engineering:;1993:;Volume ( 007 ):;issue: 003
    Author(s): H. Wijeweera; R. C. Joshi
    Publisher: American Society of Civil Engineers
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    Generalization of Flow Behavior of Cement‐Fly‐Ash Pastes and Mortars 

    Source: Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 003
    Author(s): R. C. Joshi; T. S. Nagaraj
    Publisher: American Society of Civil Engineers
    Abstract: A simple method to optimize the level of cement replacement by fly ash in cement—fly‐ash mortar and concrete is proposed. The method is based on flow‐table tests. In this test, for any specific level of flow a decrease in ...
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    Effect of Heat Treatment on Strength of Clays 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): R. C. Joshi; Gopal Achari; D. Horsfield; T. S. Nagaraj
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this investigation was to understand the strength development of clays below fusion or vitrification temperatures of 900°C. The other objective was to establish threshold temperatures to produce a ...
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    Application of Fenton’s Reagent to Remediate Diesel Contaminated Soils 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2006:;Volume ( 010 ):;issue: 001
    Author(s): P. Xu; G. Achari; M. Mahmoud; R. C. Joshi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation into usage of Fenton’s reagent (a mixture of ferrous salts and hydrogen peroxide) to remediate diesel-impacted soils. A number of process variables such as ...
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    Analysis of Compressibility of Sensitive Soils 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): T. S. Nagaraj; B. R. S. Murthy; A. Vatsala; R. C. Joshi
    Publisher: American Society of Civil Engineers
    Abstract: Sensitive soils, in general, are prone to mechanical disturbances while sampling, handling, and testing. This necessitates the prediction of true field behavior. The compressibility response of such soils is typical of ...
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    Short-Term and Long-Term Permeabilities of Contaminated Clays 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): J. P. Hettiaratchi; R. C. Joshi; D. W. Smith; G. Achari
    Publisher: American Society of Civil Engineers
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