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    Analysis of Excavation Procedure and Stability in Jointed Rock Masses of the Large Underground Caverns

    New search for: Wang, Wen
    New search for: Liu, Guangwen
    New search for: Su, Qiang
    New search for: Han, Rui

    Abstract As the construction of key projects in rocky areas increases, the study of rock properties have become a focus of research. In the long forming process of rock masses, tectonic forces would result in all kinds of discontinuity surface in rock masses. In this paper, a hydro-power station was taking as a case study, which was constructed in rock masses comprising a lot of joints and fissures. Then, the excavation procedures were studied to obtain some suggestions of the surrounding rock stability of the underground caverns. Next, the better scheme was selected basing on the surrounding rock stability. In addition, some relevant comments and suggestions were put forward for the real problems in the surrounding rock stability.

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    Analysis of Excavation Procedure and Stability in Jointed Rock Masses of the Large Underground Caverns

    New search for: Wang, Wen
    New search for: Liu, Guangwen
    New search for: Su, Qiang
    New search for: Han, Rui

    Abstract As the construction of key projects in rocky areas increases, the study of rock properties have become a focus of research. In the long forming process of rock masses, tectonic forces would result in all kinds of discontinuity surface in rock masses. In this paper, a hydro-power station was taking as a case study, which was constructed in rock masses comprising a lot of joints and fissures. Then, the excavation procedures were studied to obtain some suggestions of the surrounding rock stability of the underground caverns. Next, the better scheme was selected basing on the surrounding rock stability. In addition, some relevant comments and suggestions were put forward for the real problems in the surrounding rock stability.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Analysis of Excavation Procedure and Stability in Jointed Rock Masses of the Large Underground Caverns

    New search for: Wang, Wen
    New search for: Liu, Guangwen
    New search for: Su, Qiang
    New search for: Han, Rui

    Abstract As the construction of key projects in rocky areas increases, the study of rock properties have become a focus of research. In the long forming process of rock masses, tectonic forces would result in all kinds of discontinuity surface in rock masses. In this paper, a hydro-power station was taking as a case study, which was constructed in rock masses comprising a lot of joints and fissures. Then, the excavation procedures were studied to obtain some suggestions of the surrounding rock stability of the underground caverns. Next, the better scheme was selected basing on the surrounding rock stability. In addition, some relevant comments and suggestions were put forward for the real problems in the surrounding rock stability.

    Access

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    Order at Subito €

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    Title:

    Analysis of Excavation Procedure and Stability in Jointed Rock Masses of the Large Underground Caverns

    Contributors:

    Wang, Wen (author) / Liu, Guangwen (author) / Su, Qiang (author) / Han, Rui (author)

    Published in:

    Application of Intelligent Systems in Multi-modal Information Analytics ; 1358-1362

    Advances in Intelligent Systems and Computing ; 929

    Publication date:

    2019-01-01

    Size:

    5 pages

    ISBN:

    978-3-030-15738-8 , 978-3-030-15740-1

    ISSN:

    2194-5357 , 2194-5365

    DOI:

    https://doi.org/10.1007/978-3-030-15740-1_169

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    DDA (discontinuous deformation analysis) , Numerical simulation , Crack propagation , Surrounding rock stability , Underground caverns Engineering , Computational Intelligence , Artificial Intelligence

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