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A polyaxial strength model for intact sandstone based on Artificial Neural Network

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DOI: 10.1016/j.ijrmms.2017.03.012
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Hardening–Softening Constitutive Model of Hard Brittle Rocks Considering Dilatant Effects and Safety Evaluation Index

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A failure criterion for isotropic materials based on Mohr’s failure plane theory

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DOI: 10.1016/j.mechrescom.2017.11.008
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Yield criteria for quasibrittle and frictional materials: A generalization to surfaces with corners

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International Journal of Solids and Structures 46 (20) 3587 (2009)
DOI: 10.1016/j.ijsolstr.2009.06.006
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Strength behaviour of sandstone subjected to polyaxial state of stress

Saurav Rukhaiyar and Narendra Kumar Samadhiya
International Journal of Mining Science and Technology 27 (6) 889 (2017)
DOI: 10.1016/j.ijmst.2017.06.022
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Harmonising Rock Engineering and the Environment

F Descamps, J Tshibangu, M da Silva, C Schroeder and J Verbrugge
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Limiting envelopes of a dry porous limestone under true triaxial stress states

F. Descamps, M. Ramos da Silva, C. Schroeder, J-C Verbrugge and J-P Tshibangu
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DOI: 10.1016/j.ijrmms.2012.07.013
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Integration algorithms of elastoplasticity for ceramic powder compaction

M. Penasa, A. Piccolroaz, L. Argani and D. Bigoni
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DOI: 10.1016/j.jeurceramsoc.2014.01.041
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A New Version of the Generalized Zhang–Zhu Strength Criterion and a Discussion on Its Smoothness and Convexity

Wuqiang Cai, Hehua Zhu, Wenhao Liang, Lianyang Zhang and Wei Wu
Rock Mechanics and Rock Engineering 54 (8) 4265 (2021)
DOI: 10.1007/s00603-021-02505-z
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