On the shear failure of incipient rock discontinuities under CNL and CNS boundary conditions : insights from DEM modelling

This paper presents a numerical investigation of the effects of boundary conditions, i.e., constant normal load (CNL) and constant normal stiffness (CNS), on the failure mechanism of incipient rock discontinuities in direct shear. A series of numerical simulations were performed using the particle-...

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Bibliographic Details
Main Authors: Shang, Junlong, Zhao, Zhiye, Ma, S.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2020
Subjects:
Online Access:https://hdl.handle.net/10356/144667
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Institution: Nanyang Technological University
Language: English
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