Method for Considering the Effect of Nonuniform Consolidation
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering and Architecture, Saga Univ., Saga 840-8502, Japan.
2. Ph.D Candidate, Dept. of Civil Engineering and Architecture, Saga Univ., Saga 840-8502, Japan (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001078
Reference19 articles.
1. Land subsidence due to groundwater drawdown in Shanghai
2. A Non-Linear Theory of Consolidation
3. One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method
4. The Theory of One-Dimensional Consolidation of Saturated Clays
5. The theory of one-dimensional consolidation of saturated clays. II. Finite nonlinear consolidation of thick homogeneous layers
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