Usability Assessment of Different Contact Models for Modelling the Failure Behaviour of Sedimentary Rocks Under Unconfined Stress Conditions
Author:
Publisher
Yerbilimleri
Subject
Paleontology,Stratigraphy,Geology,Ecology, Evolution, Behavior and Systematics
Reference24 articles.
1. Bieniawski, Z. T. (1967a). Mechanism of brittle fracture of rock. Part II-experimental studies. International Journal of Rock Mechanics and Mining Sciences And, 4(4). https://doi.org/10.1016/0148-9062(67)90031-9
2. Bieniawski, Z. T. (1967b). Mechanism of brittle fracture of rock: Part I—theory of the fracture process. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 4(4), 395–406. https://doi.org/10.1016/0148-9062(67)90030-7
3. Castro-Filgueira, U., Alejano, L. R., Arzúa, J., & Ivars, D. M. (2017). Sensitivity Analysis of the Micro-Parameters Used in a PFC Analysis Towards the Mechanical Properties of Rocks. Procedia Engineering, 191, 488–495. https://doi.org/10.1016/j.proeng.2017.05.208
4. Castro-Filgueira, U., Alejano, L. R., Arzúa, J., & Mas Ivars, D. (2016). Numerical simulation of the stress-strain behavior of intact granite specimens with particle flow code. Rock Mechanics and Rock Engineering: From the Past to the Future, 1(Itasca), 421–426. https://doi.org/10.1201/9781315388502-72
5. Chiu, Y. C., Wang, T. T., & Huang, T. H. (2014). A novel characteristic matrix approach for analyzing displacement patterns of tunnels in operation. International Journal of Rock Mechanics and Mining Sciences, 72, 117–126. https://doi.org/10.1016/J.IJRMMS.2014.09.003
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