Stability Analysis with the Effective Stress Method for Embankments Constructed on an Alluvial Marine Clay
- 1 September 1982
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 22 (3) , 32-46
- https://doi.org/10.3208/sandf1972.22.3_32
Abstract
No abstract availableThis publication has 8 references indexed in Scilit:
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- Overconsolidation in Soft Clay DepositsGéotechnique, 1970
- Field and Laboratory Behaviour of a Lightly Overconsolidated ClayGéotechnique, 1968
- The Pore-Pressure Coefficients A and BGéotechnique, 1954