Mechanical analysis and simulation of in-situ deformation test of columnar jointed rock mass
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Mechanical analysis and simulation of in-situ deformation test of columnar jointed rock mass
Vol. 33, Issue 2, (2012)
作者机构:
1. 河海大学 岩土力学与堤坝工程教育部重点实验室,南京,210098
2. 河海大学 岩土工程科学研究所,南京,210098
3. 中水顾问集团华东勘测设计研究院,杭州,310014
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:14 February 2012,
Published:2012
稿件说明:
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DI Sheng-jie, XU Wei-ya, WANG Wei, et al. Mechanical analysis and simulation of in-situ deformation test of columnar jointed rock mass[J]. 2012, 33(2).
DOI:
DI Sheng-jie, XU Wei-ya, WANG Wei, et al. Mechanical analysis and simulation of in-situ deformation test of columnar jointed rock mass[J]. 2012, 33(2).DOI:
Mechanical analysis and simulation of in-situ deformation test of columnar jointed rock mass
The value of joint stiffness based on in-situ deformation experimental results of columnar jointed rock mass in Baihetan dam region was discussed. The value of columnar joint stiffness is obtained by using experimental data of flexible central hole deformation test. The regulation and deformation properties of rock single concept model are analyzed. Rock deformation is made up of two parts
one of rock and one of rock joint
and its hysteretic properties are determined by joints’ mechanical behavior. Moreover
the formula of deformation deduced can calculate the equivalent elastic modulus of multi-set intersection joint rock and describe the anisotropic characteristics of jointed rock. A random model of columnar jointed rock mass is established. The rock mass is stimulated by using discrete element method and the stiffness of reverse calculation; and equivalent deformation parameters obtained are in the range of test results.