Cracking process of rock mass models under uniaxial compression

Anisotropic strength and deformability of the rock mass with non-persistent joints are governed by cracking process of the rock bridges. The dependence of cracking process of jointed rock masses on the two important geometrical parameters, joint orientation and joint persistence, was studied systema...

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Veröffentlicht in:Journal of Central South University 2013-06, Vol.20 (6), p.1661-1678
Hauptverfasser: Chen, Xin, Liao, Zhi-hong, Peng, Xi
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Sprache:eng
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