Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

    New search for: Li, D.
    New search for: Li, C. C.
    New search for: Li, X.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

    New search for: Li, D.
    New search for: Li, C. C.
    New search for: Li, X.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

    New search for: Li, D.
    New search for: Li, C. C.
    New search for: Li, X.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

    Contributors:

    Li, D. (author) / Li, C. C. (author) / Li, X. (author)

    Published in:

    ROCK MECHANICS AND ROCK ENGINEERING ; 44 ; 253-267

    Publication date:

    2011-01-01

    Size:

    15 pages

    ISSN:

    0723-2632

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Classification:

    DDC:  552 / 624.151

    © Metadata Copyright the British Library Board and other contributors. All rights reserved.

    Similar titles

    Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

    Li, Diyuan / Li, Charlie C. / Li, Xibing | Online Contents | 2010

    Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

    Li, Diyuan / Li, Charlie C. / Li, Xibing | Online Contents | 2010

    Free access

    Delayed failure in rock loaded in uniaxial compression

    Lajtai, E. Z. / Schmidtke, R. H. | Online Contents | 1986

    Delayed failure in rock loaded in uniaxial compression

    Lajtai, E. Z. / Schmidtke, R. H. | Springer Verlag | 1986

    Simulation test of spalling failure of surrounding rock in rectangular tunnels with different height-to-width ratios

    Gong, Feng-qiang / Wu, Wu-xing / Li, Tian-bin | Online Contents | 2020

    Back to top