One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference20 articles.
1. Preconsolidation by separate-type consolidometer;Aboshi;Proc. XICSMFE,1981
2. Delayed compression/consolidation of natural clay due to degradation of soil structure;Asaoka;Soils and Foundations,2000
3. Engineering geology of Norwegian normally-consolidated marine clay as related to settlements of buildings;Bjerrum;Géotechnique,1967
4. A natural compression law for soils (an advance of e-log/p');Butterfield;Géotechnique,1979
5. The theory of one-dimensional consolidation of saturated clays; I finite non-linear consolidation of thin homogeneous layers;Gibson;Géotechnique,1967
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