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    Effect of tunnel depth on modulus of deformation of rock mass

    New search for: Verman, M.
    New search for: Singh, B.
    New search for: Viladkar, M. N.
    New search for: Jethwa, J. L.

    Summary Deformability of rock mass significantly influences its behaviour and is, therefore, an important consideration for the design of underground openings. The modulus of deformation of rock mass is, however, normally obtained from expensive and time-consuming uniaxial jacking tests, whose results often have a large scatter. An empirical correlation has, therefore, been proposed for a quick and inexpensive preliminary estimation of the modulus of deformation of rock mass on the basis of field instrumentation carried out in tunnels in India.

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    Effect of tunnel depth on modulus of deformation of rock mass

    New search for: Verman, M.
    New search for: Singh, B.
    New search for: Viladkar, M. N.
    New search for: Jethwa, J. L.

    Summary Deformability of rock mass significantly influences its behaviour and is, therefore, an important consideration for the design of underground openings. The modulus of deformation of rock mass is, however, normally obtained from expensive and time-consuming uniaxial jacking tests, whose results often have a large scatter. An empirical correlation has, therefore, been proposed for a quick and inexpensive preliminary estimation of the modulus of deformation of rock mass on the basis of field instrumentation carried out in tunnels in India.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Effect of tunnel depth on modulus of deformation of rock mass

    New search for: Verman, M.
    New search for: Singh, B.
    New search for: Viladkar, M. N.
    New search for: Jethwa, J. L.

    Summary Deformability of rock mass significantly influences its behaviour and is, therefore, an important consideration for the design of underground openings. The modulus of deformation of rock mass is, however, normally obtained from expensive and time-consuming uniaxial jacking tests, whose results often have a large scatter. An empirical correlation has, therefore, been proposed for a quick and inexpensive preliminary estimation of the modulus of deformation of rock mass on the basis of field instrumentation carried out in tunnels in India.

    Access

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    Title:

    Effect of tunnel depth on modulus of deformation of rock mass

    Contributors:

    Verman, M. (author) / Singh, B. (author) / Viladkar, M. N. (author) / Jethwa, J. L. (author)

    Published in:

    Rock Mechanics and Rock Engineering ; 30 ; 121-127

    Publication date:

    1997-07-01

    Size:

    7 pages

    ISSN:

    1434-453X , 0723-2632

    DOI:

    https://doi.org/10.1007/BF01047388

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    India , Civil Engineer , Rock Mass , Large Scatter , Empirical Correlation Earth Sciences , Geophysics/Geodesy , Civil Engineering

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