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Keywords: engineering area
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Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 45th U.S. Rock Mechanics / Geomechanics Symposium, June 26–29, 2011
Paper Number: ARMA-11-155
...] show these main methods of evaluating in situ stress state in an engineering area. According to Table 1, the commonly-used empirical eigenvalue of 20MPa cannot meet the quantitative evaluation requirement of a project design. Regarding the ratio of horizontal stress to vertical stress, after...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium, June 27–30, 2010
Paper Number: ARMA-10-238
..., sH is between 11.44 and 19.51 MPa, s h between 7.10 and 13.01 MPa, and sV between 10.66 and 12.39 MPa. The orientation of sH is N66.6~87.6°W. All the measurements indicate a strike-slip stress regime. One numerical model of the engineering area was established to represent the major geological...
