Formulation of Stress-Strain-Time Behavior of Soils Under Deviatoric Stress Condition
Author:
- Sakuro MurayamaSMSakuro Murayama
- 1 June 1983
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 23 (2) , 43-57
Abstract
No abstract availableThis publication has 7 references indexed in Scilit:
- GENERALIZED FLOW MECHANISM OF CLAY-WATER SYSTEMProceedings of the Japan Society of Civil Engineers, 1975
- A Constitutive Equation for Normally Consolidated ClaySoils and Foundations, 1974
- Bonding, Effective Stresses, and Strength of SoilsJournal of the Soil Mechanics and Foundations Division, 1969
- General Stress-Strain-Time Function for SoilsJournal of the Soil Mechanics and Foundations Division, 1968
- On the Volume Changes of Normally-Consolidated ClaysJournal of the Society of Materials Science, Japan, 1963
- Hyperbolic Stress-Strain Response: Cohesive SoilsJournal of the Soil Mechanics and Foundations Division, 1963
- ON THE RHEOLOGICAL CHARACTERS OF CLAYTransactions of the Japan Society of Civil Engineers, 1956