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Proceedings Papers

Paper presented at the ISRM International Symposium on In-Situ Rock Stress, August 25–27, 2010
Paper Number: ISRM-ISRS-2010-099
... depth is the same as model I and three survey lines A B , C E and E F (Figure 4) are set up also. The lateral pressure coefficients of initial stress in the x direction are taken as Kx = 1.0, 1.25, 1.5, 2.0, 2.5 respectively. 607 Figure 1. Model I. Figure 2. Location of survey line AB, CD, EF. 3...

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