3D particle-based DEM investigation into the shear behaviour of incipient rock joints with various geometries of rock bridges

A 3D particle-based DEM model was established taking into account the geometries of rock bridges. The model was used to investigate the shear behaviour of incipient rock joints. Fifty-seven direct shear tests were conducted under constant normal load (CNL) boundary conditions using the established m...

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Main Authors: Shang, Junlong, Zhao, Zhiye, Hu, Jianhua, Handley K.
其他作者: School of Civil and Environmental Engineering
格式: Article
語言:English
出版: 2020
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在線閱讀:https://hdl.handle.net/10356/138537
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