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author:

Zhang, Hong (Zhang, Hong.) [1] | Liu, Shu-Guang (Liu, Shu-Guang.) [2] | Zheng, Lu (Zheng, Lu.) [3] | Zhu, He-Hua (Zhu, He-Hua.) [4] | Zhuang, Xiao-Ying (Zhuang, Xiao-Ying.) [5] | Zhang, Ying-Bin (Zhang, Ying-Bin.) [6] | Wu, Yan-Qiang (Wu, Yan-Qiang.) [7]

Indexed by:

EI

Abstract:

Because of the nonlinearity nature of contacts, real contact information in discontinuous computation is unknown before analysis. In standard three-dimensional (3D) discontinuous deformation analysis (3D DDA), the indeterminacies of the contacts arise from two aspects: the singular block boundaries and the nonsmooth frictional behavior. Because the contact occurs only at the first entrance position, the first entrance theory is the general physical law of block contacts. Therefore, the first entrance approach is proposed in this study to select the first entrance plane and to evaluate the related first entrance points, along which the contact forces would be applied. Furthermore, the procedure and criteria of the open-close iteration (OCI) for the 3D frictional contact problem is presented to determine the most suitable status and force of each contact. With this rigorous method, the information of each contact can be determined, such that the two kinds of the contact indeterminacies are resolved. The effectiveness of the proposed method is verified by three numerical tests, suggesting that the proposed method works at a practical level in accuracy and robustness. © 2018 American Society of Civil Engineers.

Keyword:

Computation theory Deformation Friction Iterative methods Numerical methods Slope stability

Community:

  • [ 1 ] [Zhang, Hong]Dept. of Hydraulic Engineering, College of Civil Engineering, Tongji Univ., Shanghai; 200092, China
  • [ 2 ] [Liu, Shu-Guang]College of Civil Engineering, Fuzhou Univ., Fuzhou; 350108, China
  • [ 3 ] [Liu, Shu-Guang]Sichuan Univ.-Hong Kong Polytechnic Univ, Institute for Disaster Management and Reconstruction, Chengdu; 610207, China
  • [ 4 ] [Zheng, Lu]Sichuan Univ.-Hong Kong Polytechnic Univ, Institute for Disaster Management and Reconstruction, Chengdu; 610207, China
  • [ 5 ] [Zhu, He-Hua]State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai; 200092, China
  • [ 6 ] [Zhuang, Xiao-Ying]State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai; 200092, China
  • [ 7 ] [Zhang, Ying-Bin]Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu; 610031, China
  • [ 8 ] [Wu, Yan-Qiang]First Crust Deformation Monitoring and Application Center, CEA, Tianjin; 300180, China

Reprint 's Address:

  • [zheng, lu]sichuan univ.-hong kong polytechnic univ, institute for disaster management and reconstruction, chengdu; 610207, china

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Source :

International Journal of Geomechanics

ISSN: 1532-3641

Year: 2018

Issue: 10

Volume: 18

2 . 4 5

JCR@2018

3 . 3 0 0

JCR@2023

ESI HC Threshold:170

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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