For Libraries For Publication Open Access Downloads About Us Contact Us
Paper Titles
Experimental Research on Shrinkage Properties of Cement Stabilized Iron Tailings Sand Mixture
p.1301
The Practical Probability Analysis Methods for Stability of Landslide
p.1308
Study on Damage Characteristics of Reinforced Concrete Structure for Internal Explosion
p.1312
An Inductive Method for Soil Mechanics
p.1317
Stability Analysis of Jointed Rock Slope Using Shear Strength Reduction Approach
p.1321
Submarine Slope Stability Evaluation Based on Strength Reduction Finite Element Method
p.1325
Seepage Numerical Simulation Methods of Hard Fractured Rock Mass
p.1330
Study on the Effects of Microwave Pretreatment on the Fire Retardant Permeability of Fast-Growing Wood
p.1334
The Effect of Alkali Treatment on Wood Crystalline Structure and Micro-Structural Model
p.1339

Stability Analysis of Jointed Rock Slope Using Shear Strength Reduction Approach

Article Preview

Abstract:

Finite element method is used to compute the factor of safety of jointed rock slope. The stability of jointed rock slope is simulated by using shear strength reduction approach. Mohr-Coulomb fracture criterion is used to evaluate the sticking or sliding state of jointed rock mass. The distribution of plastic zone at collapse state is determined. Numerical computational results show that the proposed procedure is effective to evaluate stability of jointed rock slope.

You might also be interested in these eBooks
Applied Materials and Technologies for Modern Manufacturing View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 423-426)

Pages:

1321-1324

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.423-426.1321

Citation:

Cite this paper

Online since:

September 2013

Authors:

Li Juan Cao, Yu Ning Liu, Zi Chang Shangguan

Keywords:

Finite Element Method (FEM), Fracture Criterion, Jointed Rock, Shear Strength Reduction, Slope Stability Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] Q. J. Xu, H.L. Yin, X. F. Cao, Mechanics Research Communications. 36 (2009) 224-231.

Google Scholar

[2] Z. Gurocak, S. Alemdag, M. M. Zaman, Engineering Geology. 96 (2008) 17-27.

Google Scholar

[3] O. C. Zienkiewicz, G. N. Pande, International Journal for Numerical and Analytical Methods in Geomechanics. 1 (1977) 219-247.

Google Scholar

[4] L. Scholtes, F. V. Donze, International Journal of Rock Mechanics & Mining Sciences. 52(2012) 18-30.

Google Scholar

[5] Y.M. Cheng, T. Lansivaara, W.B. Wei, Computers and Geotechnics. 34 (2007) 137-150.

Google Scholar

[6] D. V. Griffiths, Gordon A. Fent, Journal of Geotechnical and Geoenvironmental Engineering. 130.

Google Scholar

[5] (2004) 507-518.

Google Scholar

[7] M. M. Jalali, S. H. Golmaei, M. R. Jalali, Journal of Civil Engineering and Construction Technology. 3.

Google Scholar

[10] (2012) 256-272.

Google Scholar

[8] R. L. Jackson, I. Green, Journal of Tribology. 127(2005) 343-354.

Google Scholar

[9] P. Podra, S. Andersson, Tribology International. 32 (1999) 71–81.

Google Scholar

© 2025 Trans Tech Publications Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies. For open access content, terms of the Creative Commons licensing CC-BY are applied.
Scientific.Net is a registered trademark of Trans Tech Publications Ltd.