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    Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): Tuncer B. Edil
    Publisher: American Society of Civil Engineers
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    Compressibility of Recycled Materials for Use As Highway Embankment Fill 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author(s): Ali Soleimanbeigi; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
    Abstract: Compressibility of recycled materials including bottom ash (BA), foundry slag (FSG), foundry sand (FSD), recycled asphalt pavement (RAP), recycled pavement material (RPM), recycled concrete aggregate (RCA), and recycled ...
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    Shaft Resistance of Model Pile in Clay 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Indrasurya B. Mochtar; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
    Abstract: A test apparatus to measure the load transfer along the shaft of a model pile inserted in a specimen of clay is described. This apparatus allows independent control of the boundary stresses of a cylindrical clay specimen ...
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    Closure to “<i>Shaft Resistance of a Model Pile in Clay</i>” by Indrasurya B. Mochtar and Tuncer B. Edil (November, 1988, Vol. 114, No. 11) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Indrasurya B. Mochtar; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
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    Creep Response of Model Pile in Clay 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Tuncer B. Edil; Indrasurya B. Mochtar
    Publisher: American Society of Civil Engineers
    Abstract: The shaft creep response of a model pile inserted in a specimen of clay is studied under constant pile loads at varying percentages of the ultimate shaft resistance. The top and lateral surfaces of the clay specimen could ...
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    Force‐Displacement Behavior of Flexible Plate Anchors 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Majdi A. Othman; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
    Abstract: Current methods for designing spread (plate) anchors do not take the plate flexibility into account. In this paper, an experimental and theoretical investigation of the influence of plate flexibility on the force‐displacement ...
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    Modeling Volatile Organic Compound Transport in Composite Liners 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Min-Gyun Park; Tuncer B. Edil; Craig H. Benson
    Publisher: American Society of Civil Engineers
    Abstract: Data from bench-scale composite liner experiments were compared with predictions made with two models, a finite-difference model and a semianalytical model, used to predict volatile organic compound (VOC) transport through ...
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    Comparison of Solute Transport in Three Composite Liners 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Gary J. Foose; Craig H. Benson; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
    Abstract: Three composite landfill liners were compared in this study based on leakage rate, mass flux, and sorptive capacity. One composite liner consisted of a geomembrane and a geosynthetic clay liner (GCL). The other two had a ...
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    Effects of Temperature on Creep Behavior of Compacted Recycled Asphalt Pavement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Jie Yin; Ali Soleimanbeigi; William J. Likos; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
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    Treatment of Cr(VI) in COPR Using Ferrous Sulfate–Sulfuric Acid or Cationic Polysulfides 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): James M. Tinjum; Craig H. Benson; Tuncer B. Edil
    Publisher: American Society of Civil Engineers
    Abstract: Column tests were conducted to evaluate two treatment strategies for reducing and stabilizing hexavalent chromium, Cr(VI), in chromium ore processing residue (COPR): permeation with a
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