On Stress-Dilatancy Relation of Sand In Simple Shear Test
- 1 June 1975
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 15 (2) , 17-29
- https://doi.org/10.3208/sandf1972.15.2_17
Abstract
No abstract availableThis publication has 6 references indexed in Scilit:
- Rotation of Principal Stresses in Granular Material During Simple ShearSoils and Foundations, 1974
- A Mechanical and Statistical Model of Granular MaterialSoils and Foundations, 1974
- Deformation Mechanism of Sand in Triaxial Compression TestsSoils and Foundations, 1972
- The Relation Between the Shear Strength of Sands in Triaxial Compression, Plane Strain and DirectGéotechnique, 1969
- Incremental Strain Rate Ratios and Strength of Sand in the Triaxial TestGéotechnique, 1966
- The Determination of Stress Fields During Plane of a Sand MassGéotechnique, 1964