The Variation of Shear Modulus of a Clay with Pressure and Overconsolidation Ratio
Authors:
- G.T. HoulsbyGHG.T. Houlsby
- C.P. WrothCWC.P. Wroth
- 1 September 1991
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 31 (3) , 138-143
Abstract
No abstract availableThis publication has 8 references indexed in Scilit:
- The use of a variable shear modulus in elastic-plastic models for claysComputers and Geotechnics, 1985
- The interpretation of in situ soil testsGéotechnique, 1984
- The Measurement of soil stiffness in the triaxial apparatusGéotechnique, 1984
- A natural compression law for soils (an advance on e–log p′)Géotechnique, 1979
- On modelling the unloading‐reloading behaviour of soilsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1978
- New Design Procedure for Stability of Soft ClaysJournal of the Geotechnical Engineering Division, 1974
- Expansion of Cavities in Infinite Soil MassJournal of the Soil Mechanics and Foundations Division, 1972
- Vibration Modulus of Normally Consolidated ClayJournal of the Soil Mechanics and Foundations Division, 1968