One-Dimensional Consolidation of Unsaturated Soil Subjected to Time-Dependent Loading with Various Initial and Boundary Conditions
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Macau, Macau, China (corresponding author).
2. Master’s Student, Dept. of Civil and Environmental Engineering, Univ. of Macau, Macau, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000314
Reference37 articles.
1. Consolidation of Compacted and Unsaturated Clays
2. Differential quadrature and long-term integration
3. Differential Quadrature Method in Computational Mechanics: A Review
4. Blight G. E. (1961). “Strength and consolidation characteristics of compacted soils.” Doctoral dissertation Univ. of London London.
5. DQEM and DQFDM irregular elements for analyses of 2-D heat conduction in orthotropic media
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