Study on crack growth behaviour in rocks having pre-existing narrow flaws under biaxial compression-Reference-Cited by-同舟云学术

Study on crack growth behaviour in rocks having pre-existing narrow flaws under biaxial compression

Published:2022-08-20 Issue:1 Volume:41 Page:153-188
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Sivakumar G.,Maji V. B.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02272-w.pdf

Reference56 articles.

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3. Amadei B, Goodman RE (1981) A 3-D Constitutive relation for fractured rock masses. Proc Int Symp Mech Behav Struct Media. Elsevier Scientific, Ottawa, pp 249–268

4. Ashby MFA, Hallam SD (1986) The failure of brittle solids containing small cracks under compressive stress states. Acta Metall 34(3):497–510. https://doi.org/10.1016/0001-6160(86)90087-8

5. Bahaaddini M, Sharrock G, Hebblewhite BK (2013) Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression. Comput Geotech. https://doi.org/10.1016/j.compgeo.2012.10.012

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