| Numerical method to determine mechanical parameters of engineering design in rock masses |
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| 作者姓名： | 薛廷河 项贻强 郭发忠 |
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| 作者单位： | Traffic Engineering Institute，Zhejiang University，Traffic Engineering Institute，Zhejiang University，Zhejiang Vocational and Technical Institute of Transportation，Hangzhou 311112，China Hangzhou 310027，China，Zhejiang Vocational and Technical Institute of Transportation，Hangzhou 311112，China，Hangzhou 310027，China |
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| 基金项目： | Project supported by the Science and Technology Project of Mini-
stry of Communications，China (No. 2003353333230) and the
Science and Technology Program of Communications Department
of Zhejiang Province，China (No. 2002051) |
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| 摘 要： | INTRODUCTION The historical development of research in rockmechanics has yielded numerous useful and work-able theories. The Coulomb Criterion (1772) andMohr’s Hypothesis (1990) both provide easy andeffective methods for determining mechanical pa-rameters such as rock strength. R.E. Goodmanformulated the equation of mesh and non-meshjoints construction. Other researchers conductedexperiments on different types of rock masses withspecific, unique properties, to solve increasinglyc…
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Numerical method to determine mechanical parameters of engineering design in rock masses |
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| XUE Ting-he XIANG Yi-qiang.Numerical method to determine mechanical parameters of engineering design in rock masses[J].Journal of Zhejiang University Science,2004(7). |
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| Authors: | XUE Ting-he XIANG Yi-qiang |
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| Abstract: | |
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| Keywords: | Continuous micro-element Orthogonally-jointed rock Engineering in rock masses Mechanical parameters |
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