Effect of Joint Inclination on Deformation and Failure of Rock Specimen with a Single Joint in Plane Strain Compression
Abstract:Peak strength, mechanical behavior, and pattern of shear band (SB) of anisotropic jointed rock specimen were modeled by FLAC. The failure criterion of intact rock was a composite Mohr-Coulomb criterion with tension cut-off and the post-peak constitutive relation was linear strain-softening....
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| Natura: | Artigo |
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| Lingua: | Inglês |
| Pubblicazione: |
Editorial Department of Journal of Sichuan University (Engineering Science Edition)
2006-01-01
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| Serie: | 工程科学与技术 |
| Soggetti: | |
| Accesso online: | http://jsuese.scu.edu.cn/thesisDetails?columnId=44513200&Fpath=home&index=0 |
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