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Closure to “<i>Recovery in Large Diameter Wells</i>” by P. Basak (October, 1982)
Publisher: American Society of Civil Engineers
Consolidation of Clay by Sand Drain under Time-Dependent Loading
Publisher: American Society of Civil Engineers
Abstract: The mathematical theory and physical laws of one-dimensional consolidation of clayey soils are well-known. Sand drains accelerate the consolidation process. Several analytical and experimental studies have already reported ...
Consolidation of Clays for Variable Permeability and Compressibility
Publisher: American Society of Civil Engineers
Abstract: The theory of consolidation has its origin in the effective stress concept developed by Terzaghi, which was derived based on several assumptions to arrive at a simplified theory. Considering the limitations involved in ...
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