A Review of Undrained Strength in Direct Simple Shear
Author:
- Paul W. MaynePMPaul W. Mayne
- 1 September 1985
- journal article
- review article
- Published by Elsevier in Soils and Foundations
- Vol. 25 (3) , 64-72
Abstract
No abstract availableThis publication has 22 references indexed in Scilit:
- Application of the failure state in undrained simple shear to the shaft capacity of driven pilesGéotechnique, 1981
- State of the Art: Laboratory Strength Testing of Soils1981
- The Critical-State Pore Pressure Parameter from Consolidated-Undrained Shear Tests1981
- Undrained shear strength in stability calculation of embankments and foundations on soft claysCanadian Geotechnical Journal, 1980
- A new approach to the stability analysis of embankments on sensitive claysCanadian Geotechnical Journal, 1980
- Undrained Strength Characteristics of an Alluvial Marine Clay in the Tokyo BaySoils and Foundations, 1979
- The quick-clay slide at Baastad, Norway, 1974Engineering Geology, 1979
- Geotechnical Properties of Hackensack Valley Varved Clays of New JerseyGeotechnical Testing Journal, 1978
- A Review of Recent Research on Strength and Consolidation of Soft Sensitive ClaysCanadian Geotechnical Journal, 1968
- Direct Simple-Shear Tests on a Norwegian Quick ClayGéotechnique, 1966