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Keywords: Model II
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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
... ESTABLISHMENT OF COMPUTING MODEL I AND MODEL II 2.1 Model I According to conventional idea, a vertical initial stress in a point should be by = h. h is the direct overburden depth, is the rock density. But in fact it is not the case for a mountain area. For study the question two types of computational...