Back-Analysis of Deformation and Mohr-Coulomb Strength Parameters Based on Initial Strain Method

Author:

Aral Katsuhiko

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference6 articles.

1. Estimation of nonlinear constitutive parameters based on monitored movement of subsoil under consolidation;Arai;Soils and Foundations,1987

2. Application of back-analysis to several test embankments on soft clay deposits;Arai;Soils and Foundations,1986

3. Introduction to the Finite Elemint Method, VanNostrand Reinhold Company;Desai,1972

4. Nonlinear analysis of stress and strain in soils;Duncan;Proc. ASCE,1970

5. Nonlinear Programming: Sequential Unconstrained Minimization Techniques;Fiacco,1968

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