›› 2006, Vol. 27 ›› Issue (8): 1369-1373.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Edge-to-edge contact simulation for three-dimensional distinct block system

JIANG Qing-hui1, 2, ZHANG Yu1   

  1. 1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China; 2. Key Laboratory of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2004-10-22 Online:2006-08-10 Published:2013-11-26

Abstract: A contact theory governing the discontinuous contacts between arbitrarily shaped polyhedral blocks is a major component of three-dimensional discontinuous deformation analysis method (3D-DDA). An edge-to-edge contact model, which forms a part of the contact theory, is proposed. Details are given including the detection of edge-to-edge contact type, judging of the first entrance faces, and the criteria for inter-penetration. Contact submatrices are derived by vector analysis and the penalty function method. This edge-to-edge contact model has been implemented into a 3D-DDA computer program. Two verification cases demonstrate the validity of the model and the capability of 3D-DDA to deal with large movements and multi-block interaction.

Key words: 3D-DDA, edge-to-edge contact, entrance faces, criteria for inter-penetration

CLC Number: 

  • O 242.1
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[2] ZHU Ze-qi, SHENG Qian, MEI Song-hua, ZHANG Zhan-rong. Improved ubiquitous-joint model and its application to underground engineering in layered rock masses[J]. , 2009, 30(10): 3115 -3121 .
[3] DONG Cheng, ZHENG Ying-ren, CHEN Xin-ying, TANG Xiao-song. Research on composite support pattern of soil nails and prestressed anchors in deep foundation pits[J]. , 2009, 30(12): 3793 -3796 .
[4] ZHOU Xiang-guo, XING Gui-fa, SU Yu-guo. Experimental study of earthquake liquefaction of saturated silt in Tianjin area[J]. , 2009, 30(12): 3813 -3819 .
[5] MA Wen-tao, KONG Liang. Genetic-least square support vector machine estimation of slope stability[J]. , 2009, 30(12): 3876 -3880 .
[6] CHANG Xiao-lin,ZHANGN Mei-li,YANG Hai-yun,LI Zhen-zhao. Application of connection entropy to stability evaluation of adjoining rock[J]. , 2010, 31(1): 99 -101 .
[7] ZHANGg Yi-feng,YAO Dao-ping,XIE Zhi-zhao,XU Yi-xi,LI Guang-ming, YE You-quan. Analysis of master control factor of blasting seismic effect and discussion on shock absorption measures[J]. , 2010, 31(1): 304 -308 .
[8] XIA Ping, LONG Shu-yao, HU Wei-jun. Bending analysis of moderately thick plates on elastic foundation by meshless local radial point interpolation method[J]. , 2010, 31(2): 656 -660 .
[9] WANG Ling,SHEN Shui-long,BAI Yun,PENG Shao-jie. Characteristics of strength increase of cement treated Shanghai clayey soils[J]. , 2010, 31(3): 743 -747 .
[10] ZHANG Qi-wei,YUAN Hong-hu,WANG Zhi-yin,ZHU Hong-xue,GONG Xiao-ming. Wavelet analysis of monitoring dam settlement considering effects of meteorological factors[J]. , 2010, 31(3): 811 -814 .