Safety Control of Embankment Foundation Based on Elastic-Plastic Back Analysis

Author:

Shoji Mikio,Ohta Hideki,Matsumoto Takashi,Morikawa Seiji

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. The empirical evaluation of the coefficient Ko, K0R;Alpan;Soil and Foundation,1967

2. Estimation of deformation moduli and strength of natural ground based upon convergence survey on tunneling;Arai;Jour. of JSSMFE,1984

3. Estimation of soil parameters based on monitored movement of subsoil under consolidation;Arai;Soils and Foundations,1984

4. Prediction of elasto-plastic consolidation behaviour;Asaoka;Proc. 11th ICS MFE, San Francisco,1985

5. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils and Foundations,1986

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