Modelling the initial shear stiffness of unsaturated soils as a function of the coupled effects of the void ratio and the degree of saturation

Author:

Biglari Mahnoosh,Mancuso Claudio,d’Onofrio Anna,Jafari Mohammad Kazem,Shafiee Ali

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Capillary effects on dynamic modulus of sands and silts;Wu;J Geotech Eng Div, ASCE,1984

2. Vassallo R, Mancuso C. Soil behaviour in the small and the large strain range under controlled suction conditions. In: Proceedings international workshop on experimental evidence and theoretical approaches in unsaturated soils, Trento; 2000. p. 75–90.

3. Small strain behavior of a silty sand in controlled-suction resonant column – torsional shear tests;Mancuso;Can Geotech J,2002

4. Effects of net stress and suction history on the small strain stiffness of a compacted clayey silt;Vassallo;Can Geotech J,2007

5. Determination of the anisotropic shear stiffness of an unsaturated decomposed soil;Ng;Géotechnique,2008

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