Evaluating the Effects of Joint Set Properties on Laboratory Rockmass Analog Specimen Strength Using Bonded Block Models
Author:
Funder
National Institute for Occupational Safety and Health
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-04005-2.pdf
Reference86 articles.
1. Alejano LR, Arzúa J, Bozorgzadeh N, Harrison JP (2017) Triaxial strength and deformability of intact and increasingly jointed granite samples. Int J Rock Mech Min Sci 95:87–103. https://doi.org/10.1016/j.ijrmms.2017.03.009
2. Arzúa J, Alejano LR, Walton G (2014) Strength and dilation of jointed granite specimens in servo-controlled triaxial tests. Int J Rock Mech Min Sci 69:93–104. https://doi.org/10.1016/j.ijrmms.2014.04.001
3. 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
4. Asadizadeh M, Hossaini MF, Moosavi M, Masoumi H, Ranjith PG (2019) Mechanical characterisation of jointed rock-like material with non-persistent rough joints subjected to uniaxial compression. Eng Geol. https://doi.org/10.1016/j.enggeo.2019.105224
5. Baecher GB, Lanney NA, Einstein HH (1970) Statistical description of rock properties and sampling. In: ARMA US rock mechanics/geomechanics symposium
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