3D limit analysis of rock slopes based on equivalent linear failure criterion with tension cut-off

Hoek-Brown (HB) failure criterion is widely used to predict the strength of intact or heavily jointed rock mass. For stability analysis of rock slopes governed by the HB failure criterion, the equivalent linearity to Mohr-Coulomb (MC) criterion is often adopted, leading to the well-known equivalent...

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Autors principals:	Zhibin Sun, Bowen Wang, Yongxin Li, Jingshu Xu, Jian Ji
Format:	Artigo
Idioma:	Inglês
Publicat:	Elsevier 2023-12-01
Col·lecció:	Journal of Rock Mechanics and Geotechnical Engineering
Matèries:	Rock slope Hoek-Brown criterion Stability analysis Tensile strength Limit analysis
Accés en línia:	http://www.sciencedirect.com/science/article/pii/S1674775523000677
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