The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading
- 1 June 1986
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 26 (2) , 47-59
- https://doi.org/10.3208/sandf1972.26.2_47
Abstract
No abstract availableThis publication has 2 references indexed in Scilit:
- An Inverse Problem Approach to the Prediction of Multi-Dimensional Consolidation BehaviorSoils and Foundations, 1984
- Limit Analysis of Soil Structure by Rigid Plastic Finite Element MethodSoils and Foundations, 1984