Finite element analyses of computational effects with of different shear strength expressions for layered rock mass
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Finite element analyses of computational effects with of different shear strength expressions for layered rock mass
Vol. 35, Issue S1, (2014)
作者机构:
1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
2. 中铁隧道勘测设计院有限公司,天津,300133
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:20 June 2014,
Published:2014
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ZHANG Yu-jun, ZHANG Wei-qing. Finite element analyses of computational effects with of different shear strength expressions for layered rock mass[J]. 2014, 35(S1).
DOI:
ZHANG Yu-jun, ZHANG Wei-qing. Finite element analyses of computational effects with of different shear strength expressions for layered rock mass[J]. 2014, 35(S1).DOI:
Finite element analyses of computational effects with of different shear strength expressions for layered rock mass
In order to investigate the effects of different anisotropic shearing strength expressions on numerical computation results
the two-dimensional elastoplastic finite element analysis were carried out for an assumed rectangular underground cave in a layered rock mass for three cases
in which the empirical formulae for internal friction coefficient and cohesion of material which change with directions suggested by the first author and S. Pietruszczak were applied respectively. The stresses
displacements and plastic zones in the surrounding rock mass are compared. The results show: the computational accuracy of using the empirical expressions established by the first author matches basically with that of using the first-order approximations given by Pietruszczak; but there is a comparatively obvious difference between the computational accuracies of using author’s empirical expressions and Pietruszczak ‘s 2nd order approximations.