Suction-controlled multistage triaxial testing on clayey silty soil

Author:

Banerjee Aritra,Puppala Anand J.,Hoyos Laureano R.

Funder

National Science Foundation

NSF Industry-University Cooperative Research Center

Center for the Integration of Composites into Infrastructure

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990

2. Modelling the mechanical behaviour of expansive clays;Alonso;Eng. Geol.,1999

3. Response of Unsaturated Soils Under Monotonic and Dynamic Loading Over Moderate Suction States;Banerjee,2017

4. Influence of rate of shearing on strength characteristics of saturated and unsaturated silty soil;Banerjee,2015

5. Evaluation of liquefaction resistance in silty sand via suction controlled cyclic triaxial tests;Banerjee,2018

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