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Discussion of “Permeability Behavior of a Water Treatment Sludge” by M. C. Wang and W. Tseng
Publisher: American Society of Civil Engineers
Creep Behavior of Saline Fine‐Grained Frozen Soil
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%. ...
Temperature‐Independent Relationships for Frozen Soils
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
Closure to “Temperature‐Independent Relationships for Frozen Soils” by H. Wijeweera and R. C. Joshi (March, 1992, Vol. 6, No. 1)
Publisher: American Society of Civil Engineers
Generalization of Flow Behavior of Cement‐Fly‐Ash Pastes and Mortars
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 ...
Effect of Heat Treatment on Strength of Clays
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 ...
Application of Fenton’s Reagent to Remediate Diesel Contaminated Soils
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 ...
Analysis of Compressibility of Sensitive Soils
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 ...
Short-Term and Long-Term Permeabilities of Contaminated Clays
Publisher: American Society of Civil Engineers