Failure and mechanical behavior of layered slate under Brazilian splitting test: laboratory experiment and beam-particle model
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-10630-4.pdf
Reference40 articles.
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2. Bažant ZP, Planas J (1997) Fracture and Size Effect in Concrete and Other Quasibrittle Materials[J]. Epfl
3. Cao RH, Yao R, Hu T, et al (2020) Failure and mechanical behavior of transversely isotropic rock under compression-shear tests: laboratory testing and numerical simulation[J]. Engineering Fracture Mechanics
4. Chen J (2012) Discrete element method for 3d simulations of mechanical systems of non-spherical granular materials. PhD thesis, The University of Electro-Communications, Japan
5. Claessona J, Bohloli B (2002) Brazilian test: stress field and tensile strength of anisotropic rocks using an analytical solution [J]. International Journal of Rock Mechanics & Mining Sciences 39:991–1004
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1. Numerical and experimental investigation of the anisotropic tensile behavior of layered rocks in 3D space under Brazilian test conditions;International Journal of Rock Mechanics and Mining Sciences;2023-10
2. Nonlocal finite element modeling of progressive failure in rock within softening plasticity;Arabian Journal of Geosciences;2023-07-22
3. Investigation on the Fracture Properties of Layered Carbonaceous Slate: Experiment and Numerical Simulation;Geofluids;2022-11-12
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