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Macro–Microscopic Study on the Shear Characteristics of Filled Joints with Different Roughnesses.

  • 【作者】Wang, Gang,Wu, Xianlong,Zhang, Xianda,Zhang, Zhensong,Zhao, Zhipeng,Han, Wei,Wang, Yang,Zhao, Cheng
  • 【作者单位】1 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, 266590, Qingdao, China 2 State Key Laboratory Breeding Base for Mine Disaster Prevention and Control, Shandong University of Science and Technology, 266590, Qingdao, China 3 Graduate School of Engineering, Nagasaki University, 852-8521, Nagasaki, Japan 4 College of Engineering, Tibet University, Lhasa, China 5 Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China
  • 【年份】2020
  • 【卷号】Vol.45 No.10
  • 【页码】8331-8348
  • 【ISSN】2193-567X
  • 【关键词】Discrete element Filled joint Mesoscopic evolution Shearing characteristics Theoretical model 
  • 【摘要】 Rock-like materials and Barton's standard joint curve were used to make filled joint specimens, and the shear characteristics of the filled joints were studied. Discrete element software was used to analyze the failure mechanism during filled joint s...
  • 【文献类型】 期刊
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