Numerical Investigation of Failure Mode Transitions in Rock Specimens Containing Non-persistent Joints Under Compression-Shear Conditions
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-03970-y.pdf
Reference74 articles.
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2. Asadizadeh M, Moosavi M, Hossaini MF, Masoumi H (2018) Shear strength and cracking process of non-persistent jointed rocks: an extensive experimental investigation. Rock Mech Rock Eng 51(2):415–428. https://doi.org/10.1007/s00603-017-1328-6
3. 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 49:206–225. https://doi.org/10.1016/j.compgeo.2012.10.012
4. Bahaaddini M, Hagan P, Mitra R, Hebblewhite B (2016) Numerical study of the mechanical behavior of nonpersistent jointed rock masses. Int J Geomech 16(1):04015035. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000510
5. Bathe K-J, Chaudhary A (1985) A solution method for planar and axisymmetric contact problems. Int J Numer Meth Eng 21(1):65–88. https://doi.org/10.1002/nme.1620210107
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