Selfweight Consolidation of Very Soft Clay by Centrifugeby Masato Mikasa, Osaka City Univ, Civil Engineering, Dep, Osaka, Japan,
Naotoshi Takada, Osaka City Univ, Civil Engineering, Dep, Osaka, Japan,
Document Type: Proceeding Paper
Part of: Sedimentation Consolidation Models—Predictions and Validation
Abstract: This paper reports a series of selfweight consolidation tests and their analysis by Mikasa's consolidation theory. The tests covered a coastal reclamation project and the initial consistency of soft clay was chosen to make a soil structure that would not allow any particle segregation.
Subject Headings: Consolidated soils | Soft soils | Soil settlement | Clays | Model tests | Computer models | Structural models | Centrifuge models | Mathematical models | Japan | Asia
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