The Community for Technology Leaders
Computer Science and Information Engineering, World Congress on (2009)
Los Angeles, California USA
Mar. 31, 2009 to Apr. 2, 2009
ISBN: 978-0-7695-3507-4
pp: 751-754
ABSTRACT
An analysis on safety factor of anti-sliding stability at dam foundation through c-φ reduction algorithm by finite elements is presented. When the system reaches instability, the numerical non-convergence occurs simultaneously. The safety factor is then obtained by c-φ reduction algorithm. Complex rock foundation of Xi He power station has been analyzed by using strength reduction FEM and the safety factor of anti-sliding stability at dam foundation has been obtained. The result shows this method is feasible.
INDEX TERMS
strength reduction FEM; anti-sliding stability at dam foundation; safety factor
CITATION

S. Jianhui, J. Zheng and C. Xi, "Application of Strength Reduction FEM in Anti-sliding Stability at Dam Foundation," 2009 WRI World Congress on Computer Science and Information Engineering, CSIE(CSIE), Los Angeles, CA, 2009, pp. 751-754.
doi:10.1109/CSIE.2009.486
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