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RISPorewater Pressures Due to Overburden Removal
Publisher: American Society of Civil Engineers
Abstract: A mathematical model describing the behavior of a fully saturated sediment subjected to a uniformly eroding load is developed on the basis of Terzaghi's classical consolidation theory. The model is used to analyze simultaneous ...
Discussion of “<i>Permeability and Consolidation of Normally Consolidated Soils</i>” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Uncertainty of One‐Dimensional Consolidation Analysis</i>” by Ching S. Chang (December, 1985, Vol. 111, No. 12)
Publisher: American Society of Civil Engineers
Closure to “<i>Porewater Pressures Due to Overburden Removal</i>” by Sivajogi D. Koppula (August, 1983)
Publisher: American Society of Civil Engineers
Discussion of “<i>Prediction of Consolidation of Very Soft Soil</i>” by Kenneth W. Cargill (June, 1984)
Publisher: American Society of Civil Engineers