Study on the Impact of Lateral Pressure on Jointed Rock Mass with DDARF Method

Article Preview

Abstract:

The discontinuous deformation analysis for rock failure (DDARF) method is adopted to simulate the biaxial compression test under different lateral pressure conditions. Then this paper analyzes the impact of the lateral pressure on the specimen failure rules. The simulation results show that the lateral pressure has obvious inhibiting effect on the expansion of wing cracks, crack initiation stress, and specimen peak strength.Keywords: Multi-joint specimen; DDARF method; Lateral pressure; Biaxial compression test simulation

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1044-1045)

Pages:

607-611

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] SHI G H. Discontinuous deformation analysis—a new numerical model for the statics and dynamics of block system (University of California, Berkeley 1988).

Google Scholar

[2] CHANG T C. Nonlinear dynamic discontinuous deformation analysis with finite element meshed lock systems[D]. Berkeley: University of California, (1994).

Google Scholar

[3] CHENG Rong-ming, ZHANG Yong-hui , WANG Ke-jun . Coupling of FEM and DDA method . Chinese Journal of Geotechnical Engineering, 22(6),P. 727-730(2000).

Google Scholar

[4] MACLAUGHLIN M M, SITAR N, DOOLIN D M, et al. Investigation of slope stability kinematics using discontinuous deformation analysis. International Journal of Rock Mechanics and Mining Sciences, 38(6), P. 753-762 (2001).

DOI: 10.1016/s1365-1609(01)00038-7

Google Scholar

[5] MA Yong-zheng, ZHENG Hong, LI Chun-guang. Applying natural neighbor interpolation to discontinuous deformation analysis of block system. Rock and Soil Mechanics, 29(1) ,P. 119-124(2008).

Google Scholar

[6] JIAO Yu-yong, ZHANG Xiu-li, LIU Quan-sheng, et al. Simulation of rock crack propagation using discontinuous deformation analysis. Chinese Journal of Rock Mechanics and Engineering, 26(4) ,P. 682-691(2007).

Google Scholar

[7] ZHANG Xiu-li, JIAO Yu-yong, LIU Quan-sheng, et al. Modeling of stability of a highway tunnel by using improved DDA method. Rock and Soil Mechanics, 28(8) ,P. 1710-1714(2007).

Google Scholar