Numerical Study of the Influence of Joint Angle on the Failure Behavior of Randomly and Nonpersistently Jointed Rock Mass

The generation of nonpersistent joints in numerical specimens is not easy to achieve in some geotechnical numerical software. In this paper, the synthetic rock mass modeling method was used to construct a group of numerical specimens based on triangular grain-based model and random joint set (RJS) m...

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Veröffentlicht in:	Arabian journal for science and engineering (2011) 2020-05, Vol.45 (5), p.4023-4036
Hauptverfasser:	Ma, Wenqiang, Wang, Tongxu
Format:	Artikel
Sprache:	eng
Schlagworte:	Axial strain Compressive strength Crack propagation Discrete element method Engineering Failure modes Fracture mechanics Humanities and Social Sciences Inclination angle Jointed rock Mathematical models multidisciplinary Research Article-Civil Engineering Rock masses Science Shear Strain hardening
Online-Zugang:	Volltext
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