Effect of Total Stress Path and Gas Volume Change on Undrained Shear Strength of Gassy Clay
Author:
Affiliation:
1. Senior Lecturer, James Watt School of Engineering, Univ. of Glasgow, Glasgow G12 8QQ, UK (corresponding author). ORCID: .
2. Ph.D. Student, James Watt School of Engineering, Univ. of Glasgow, Glasgow G12 8QQ, UK. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002198
Reference19 articles.
1. Constitutive modelling of fine‐grained gassy soil: A composite approach
2. A plasticity theory for porous solids;Green R. J.;Int. J. Mech. Sci.,1972
3. On the undrained shear strength of gassy clays
4. Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil
5. 3D Elastoplastic Model for Fine-Grained Gassy Soil Considering the Gas-Dependent Yield Surface Shape and Stress-Dilatancy
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