Los Angeles, CA
March 31, 2009 to April 2, 2009
DOI Bookmark: http://doi.ieeecomputersociety.org/10.1109/CSIE.2009.486
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.
strength reduction FEM; anti-sliding stability at dam foundation; safety factor
Si Jianhui, Jian Zheng, Chen Xi, "Application of Strength Reduction FEM in Anti-sliding Stability at Dam Foundation", CSIE, 2009, 2009 WRI World Congress on Computer Science and Information Engineering, CSIE, 2009 WRI World Congress on Computer Science and Information Engineering, CSIE 2009, pp. 751-754, doi:10.1109/CSIE.2009.486