A Consideration about Rowe’s Minimum Energy Ratio Principle and a New Concept of Shear Mechanism
- 1 March 1978
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 18 (1) , 1-10
- https://doi.org/10.3208/sandf1972.18.1
Abstract
No abstract availableThis publication has 3 references indexed in Scilit:
- Microscopic Deformation Mechanism of Granular Material in Simple ShearSoils and Foundations, 1974
- An upper bound value for Φf in the stress–dilatancy equationGéotechnique, 1974
- Deformation Mechanism of Sand in Triaxial Compression TestsSoils and Foundations, 1972