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Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
Publisher: American Society of Civil Engineers
Compressibility of Recycled Materials for Use As Highway Embankment Fill
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 ...
Shaft Resistance of Model Pile in Clay
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 ...
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)
Publisher: American Society of Civil Engineers
Creep Response of Model Pile in Clay
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 ...
Force‐Displacement Behavior of Flexible Plate Anchors
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 ...
Modeling Volatile Organic Compound Transport in Composite Liners
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 ...
Comparison of Solute Transport in Three Composite Liners
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 ...
Effects of Temperature on Creep Behavior of Compacted Recycled Asphalt Pavement
Publisher: American Society of Civil Engineers
Treatment of Cr(VI) in COPR Using Ferrous Sulfate–Sulfuric Acid or Cationic Polysulfides
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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