Analysis and Prediction of Consolidation Settlement of Normally Consolidated Clay Foundation Under Embankment Loading-Reference-Cited by-同舟云学术

Analysis and Prediction of Consolidation Settlement of Normally Consolidated Clay Foundation Under Embankment Loading

Published:1988-09 Issue:3 Volume:28 Page:35-50
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Asaoka Akira,Misumi Koji

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. Observational procedure of settlement prediction;Asaoka;Soils and Foundations,1978

2. Bayesian approach to inverse problem in consolidation and its application settlement prediction;Asaoka;Proc. of 3rd International Conference on Numerical Methods in Geomechanics, Aachen,1978

3. An inverse problem approach to settlement prediction;Asaoka;Soils and Foundations,1980

4. An inverse problem approach to multi-dimensional consolidation behaviour;Asaoka;Soils and Foundations,1984

5. Piecewise linearization of elasto-plastic consolidation behaviour;Asaoka,1985

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4. Considerations on Multidimensional Consolidation Inverse Analysis;Inverse Problems in Engineering Mechanics IV;2003

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