Código QR (código de barras bidimensional)

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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Bibliografiske detaljer
Format: Artigo
Sprog:Inglês
Udgivet: Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2006-01-01
Serier:工程科学与技术
Fag:
Online adgang:http://jsuese.scu.edu.cn/thesisDetails?columnId=44513200&Fpath=home&index=0
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