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《Chinese Journal of Underground Space and Engineering》 2006-02
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Development of Research of Connectivity Rate of Discontinuities in Rock Mass and Application

XIAO Jian-xun~1,CHENG Yuan-fan~2,WANG Li-feng~3(1.Civil Engineering Institute,Nanjing University of Technology,Nanjing 210009,P.R.China;2.The AnHui Highway survey & Design Institute of China,Hefei 230041,P.R.China;3.Dept.of Geological and Geotechnical Engineering of Hohai University,Nanjing, 210098 P.R.China)  
The research of connectivity rate of discontinuity in rock mass is always one of the difficulties in the field of rock mechanics.Some scholars have put forward several methods to confirm the connectivity rate.But many of them may lead to quite big error,and they are not practical.The formula of broad sense H—H and the method based on network simulation are excellent methods emerged in recent years.The fitness and validity of all these methods to calculate connectivity rate are recounted and commented on in this text.The bandwidth projection method based on network simulation is used to calculate the connectivity rate for one example.At last,the tendency of the research of discontinuity in rock mash is prospected.
【CateGory Index】: TU452
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【Co-citations】
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1 XIE Yong-mou~1,TAN Guang-jie~2,XU Liang~2 (1.Highway Survey and Design Research Institute,Sichuan Communications Department,Chengdu610041,China; 2.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu610059,China);Using the artificial neural network to calculate liquation index by static cone penetration test[J];Building Science Research of Sichuan;2004-02
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