iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression
Author:
Affiliation:
1. Associate Professor and Vice Chair, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000843
Reference30 articles.
1. Consolidation of Clay with Non-linear Viscosity
2. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings
3. Generalized Creep and Stress Relaxation Model for Clays
4. Casagrande A. (1936). “The determination of the preconsolidation load and its practical significance.” Proc. 1st Int. Conf. on Soil Mechanics and Foundation Engineering Graduate School of Engineering Harvard Univ. Cambridge MA 60–64.
5. Crank J. and Nicolson P. (1947). “A practical method for numerical evaluation of solutions of partial differential equations of the heat conduction type.” Proc. Cambridge Philos. Soc. 43(1) 50–67. 10.1017/S0305004100023197
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