An analytical model for two-order asperity degradation of rock joints under constant normal stiffness conditions

Jointed rock masses during underground excavation are commonly located under the constant normal stiffness (CNS) condition. This paper presents an analytical formulation to predict the shear behaviour of rough rock joints under the CNS condition. The dilatancy and deterioration of two-order asperiti...

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書目詳細資料
Main Authors: Li, Yingchun, Wu, Wei, Li, Bo
其他作者: School of Civil and Environmental Engineering
格式: Article
語言:English
出版: 2020
主題:
在線閱讀:https://hdl.handle.net/10356/141460
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機構: Nanyang Technological University
語言: English