Rock Mass Stability Around Underground Excavations in a Mine
Rock Mass Stability Around Underground Excavations in a Mine
A Case Study
Kulatilake, Pinnaduwa H. S. W. (University of Arizona, Tucson, U.S.A.); Sandbak, Louis (Turquoise Ridge Joint Venture, Golconda, NV, U.S.A.); Xing, Yan (China University of Mining and Technology, Xuzhou, P.R. China)
Taylor & Francis Ltd
09/2019
180
Dura
Inglês
9780367360085
Descrição não disponível.
1 Introduction 2 Description of the site, the tunnel system, ground control methods and field measurements 3 Methodologies for investigating rock mass stability around underground excavations 4 Some critical factors in modeling rock mass stability around underground excavations 5 Theory and background of three-dimensional Distinct Element Code 6 Conducted laboratory tests and results 7 Three-dimensional discontinuum numerical modeling of tunnel stability 8 Conclusions and recommendations for future work Appendices
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1 Introduction 2 Description of the site, the tunnel system, ground control methods and field measurements 3 Methodologies for investigating rock mass stability around underground excavations 4 Some critical factors in modeling rock mass stability around underground excavations 5 Theory and background of three-dimensional Distinct Element Code 6 Conducted laboratory tests and results 7 Three-dimensional discontinuum numerical modeling of tunnel stability 8 Conclusions and recommendations for future work Appendices
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
