Size effect on triaxial strength of randomly fractured rock mass with discrete fracture network
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-03031-0.pdf
Reference34 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, ISSN 1365-1609. https://doi.org/10.1016/j.ijrmms.2017.03.009
2. Bandis SC, Lumsden AC, Barton N (1981) Experimental studies of scale effects on the shear behavior of rock joints. Int J Rock Mech Min Geom Abstr 18:1–21
3. Bastola S, Cai M (2020) Investigation of mechanical properties of jointed granite under compression using lattice-spring-based synthetic rock mass modeling approach. Int J Rock Mech & Min Sci 126:104191. https://doi.org/10.1016/j.ijrmms.2019.104191
4. Bazant ZP (1984) Size effect in blunt fracture: concrete, rocks and metal. Eng Mech 110(4):518–535
5. Blanks R, McNamara C (1935) Mass concrete tests in large cylinders. ACI J Proc 31(1):280–303
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