An improved three-dimensional extension of Hoek–Brown criterion for rocks

An improved three-dimensional extension of Hoek–Brown criterion for rocks

Abstract The Hoek–Brown (H–B) criterion has found widespread application in numerous rock engineering projects. However, its efficacy is compromised by an underestimation of rock strength due to its neglect of the influence of the intermediate principal stress ( $$\sigma_{2}$$ σ 2 ). Experimental ev...

Deskribapen osoa

Xehetasun bibliografikoak
Egile Nagusiak:	Junjie Xiao, Jiacun Liu, Ying Xu, Xing Li, Ang Liu, Kaiwen Xia
Formatua:	Artikulua
Hizkuntza:	English
Argitaratua:	Springer 2024-08-01
Saila:	Geomechanics and Geophysics for Geo-Energy and Geo-Resources
Gaiak:	Three-dimensional (3D) strength criterion Hoek–Brown (H–B) criterion Deviatoric function 3D Failure envelope
Sarrera elektronikoa:	https://doi.org/10.1007/s40948-024-00841-2

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