Chronological and Mathematical Development of True Triaxial Failure Criteria of Brittle Rocks
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-3389-7_18
Reference41 articles.
1. Singh A, Rao KS, Ayothiraman R (2017) Effect of intermediate principal stress on cylindrical tunnel in an elasto-plastic rock mass. Procedia Eng 173:1056–1063. https://doi.org/10.1016/j.proeng.2016.12.185
2. Singh A, Ayothiraman R, Rao KS (2020) Failure criteria for isotropic rocks using a smooth approximation of modified Mohr-Coulomb failure function. Geotech Geol Eng 38:4385–4404. https://doi.org/10.1007/s10706-020-01287-5
3. Singh A, Seshagiri Rao K, Ayothiraman R (2019) A closed-form analytical solution for circular opening in rocks using drucker-prager criterion. Indian Geotechnical J 49:437–454. https://doi.org/10.1007/s40098-019-00358-6
4. Singh A (2018) Closed-form solutions for circular cavity in brittle and ductile rocks using true triaxial strength criteria under plane strain. Indian Institute of Technology Delhi
5. Feng XT, Haimson B, Li X et al (2019) ISRM suggested method: determining deformation and failure characteristics of rocks subjected to true triaxial compression. Rock Mech Rock Eng 52:2011–2020. https://doi.org/10.1007/s00603-019-01782-z
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