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Mathematical Problems in Engineering
Volume 2015, Article ID 512648, 8 pages
http://dx.doi.org/10.1155/2015/512648
Research Article

Reliability Analysis of High Rockfill Dam Stability

School of Civil Engineering, Dalian University of Technology, Dalian 116024, China

Received 11 September 2014; Accepted 17 April 2015

Academic Editor: Rafael J. Villanueva

Copyright © 2015 Ping Yi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. Z.-Y. Chen and N. R. Morgenstern, “Extensions to the generalized method of slices for stability analysis,” Canadian Geotechnical Journal, vol. 20, no. 1, pp. 104–119, 1983. View at Publisher · View at Google Scholar · View at Scopus
  2. N. Janbu, “Slope stability computation,” in Embankment-Dam Engineering, R. C. Hirschfeld and S. J. Poulos, Eds., pp. 47–86, John Wiley & Sons, New York, NY, USA, 1973. View at Google Scholar
  3. T. F. Wolff, “Probabilistic slope stability in theory and practice,” in Proceedings of the Uncertainty in the Geologic Environment: From Theory to Practice, pp. 419–433, ASCE, Madision, Wis, USA, July-August 1996.
  4. G. J. Bureau, “Dams and appurtenant facilities,” in Earthquake Engineering Handbook, W. F. Chen and C. Scawthorn, Eds., CRC Press, 2003. View at Google Scholar
  5. A. M. Yanmaz and M. R. Beser, “On the reliability-based safety analysis of Porsuk dam,” Turkish Journal of Engineering & Environmental Sciences, vol. 29, pp. 309–320, 2005. View at Google Scholar
  6. J. M. Duncan, “Factors of safety and reliability in geotechnical engineering,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 126, no. 4, pp. 307–316, 2000. View at Publisher · View at Google Scholar · View at Scopus
  7. A. M. Hassan and T. F. Wolff, “Search algorithm for minimum reliability index of earth slopes,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 125, no. 4, pp. 301–308, 1999. View at Publisher · View at Google Scholar · View at Scopus
  8. D. V. Griffiths and G. A. Fenton, “Probabilistic slope stability analysis by finite elements,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 130, no. 5, pp. 507–518, 2004. View at Publisher · View at Google Scholar · View at Scopus
  9. B. Xu and B. K. Low, “Probabilistic stability analyses of embankments based on finite-element method,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 132, no. 11, pp. 1444–1454, 2006. View at Publisher · View at Google Scholar · View at Scopus
  10. X. F. Luo, X. Li, J. Zhou, and T. Cheng, “A Kriging-based hybrid optimization algorithm for slope reliability analysis,” Structural Safety, vol. 34, no. 1, pp. 401–406, 2012. View at Publisher · View at Google Scholar · View at Scopus
  11. E. Rosenblueth, “Point estimates for probability moments,” Proceedings of the National Academy of Sciences of the United States of America, vol. 72, no. 10, pp. 3812–3814, 1975. View at Publisher · View at Google Scholar
  12. R. Y. Liang, O. K. Nusier, and A. H. Malkawi, “A reliability based approach for evaluating the slope stability of embankment dams,” Engineering Geology, vol. 54, no. 3-4, pp. 271–285, 1999. View at Publisher · View at Google Scholar · View at Scopus
  13. A. M. Hasofer and N. C. Lind, “Exact and invariant second-moment code format,” Journal of the Engineering Mechanics Division, vol. 100, no. 1, pp. 111–121, 1974. View at Google Scholar · View at Scopus
  14. G. B. Baecher and J. T. Christian, Reliability and Statistics in Geotechnical Engineering, John Wiley & Sons, Chichester, UK, 2003.
  15. G. L. S. Babu and A. Srivastava, “Reliability analysis of earth dams,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 136, no. 7, pp. 995–998, 2010. View at Publisher · View at Google Scholar · View at Scopus
  16. S. E. Cho, “Probabilistic stability analyses of slopes using the ANN-based response surface,” Computers and Geotechnics, vol. 36, no. 5, pp. 787–797, 2009. View at Publisher · View at Google Scholar · View at Scopus
  17. K.-K. Phoon, Reliability-Based Design in Geotechnical Engineering, Taylor and Francis, New York, NY, USA, 2008.
  18. M. Hohenbichler and R. Rackwitz, “Non-normal dependent vectors in structural safety,” Journal of Engineering Mechanics, vol. 107, no. 6, pp. 1227–1239, 1981. View at Google Scholar · View at Scopus
  19. D. Val, F. Bljuger, and D. Yankelevsky, “Optimization problem solution in reliability analysis of reinforced concrete structures,” Computers & Structures, vol. 60, no. 3, pp. 351–355, 1996. View at Publisher · View at Google Scholar · View at Scopus
  20. R. Rackwitz and B. Flessler, “Structural reliability under combined random load sequences,” Computers & Structures, vol. 9, no. 5, pp. 489–494, 1978. View at Publisher · View at Google Scholar · View at Scopus
  21. P.-L. Liu and A. der Kiureghian, “Optimization algorithms for structural reliability,” Structural Safety, vol. 9, no. 3, pp. 161–177, 1991. View at Publisher · View at Google Scholar · View at Scopus
  22. A. W. Bishop, “The use of the slip circle in the stability analysis of slopes,” Géotechnique, vol. 5, no. 1, pp. 7–17, 1955. View at Publisher · View at Google Scholar
  23. N. Janbu, “Slope stability computations,” Soil Mechanics and Foundation Engineering Report, The Technical University of Norway, Trondheim, Norway, 1968. View at Google Scholar
  24. H. Zheng, “Eigenvalue problem from the stability analysis of slopes,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 135, no. 5, pp. 647–656, 2009. View at Publisher · View at Google Scholar
  25. H. Zheng, “A threedimensional rigorous method for stability analysis of landslides,” Engineering Geology, vol. 145-146, pp. 30–40, 2012. View at Publisher · View at Google Scholar
  26. J. M. Duncan, “State of the art: limit equilibrium and finite-element analysis of slopes,” Journal of Geotechnical Engineering, vol. 122, no. 7, pp. 577–596, 1996. View at Publisher · View at Google Scholar · View at Scopus
  27. L. Li, S. Chi, G. Lin et al., “Search for the critical slip surface using mixed version of particle swarm optimization algorithms,” Industrial Construction, vol. 37, no. 2, pp. 55–59, 2007 (Chinese). View at Google Scholar
  28. E. O. F. Calle, “Probabilistic analysis of stability of earth slopes,” in Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, pp. 809–812, Balkema, San Francisco, Calif, USA, August 1985.
  29. Y. Honjo and K. Kuroda, “A new look at fluctuating geotechnical data for reliability design,” Soils and Foundations, vol. 31, no. 1, pp. 110–120, 1991. View at Publisher · View at Google Scholar · View at Scopus
  30. P. Yi, G. Cheng, and L. Jiang, “A sequential approximate programming strategy for performance-measure-based probabilistic structural design optimization,” Structural Safety, vol. 30, no. 2, pp. 91–109, 2008. View at Publisher · View at Google Scholar · View at Scopus
  31. Z. Y. Chen, Soil Slope Stability Analysis: Theory, Methods and Programs, Water Pub Press, Beijing, China, 2003, (Chinese).
  32. Z. Y. Wu, J. K. Chen, W. L. Xu, B. Wen, and P. Zhang, “Research on methodology of reliability analysis of high rock-fill dam slope stability using nonlinear strength indexes and its engineering application,” Chinese Journal of Rock Mechanics and Engineering, vol. 28, no. 1, pp. 130–137, 2009 (Chinese). View at Google Scholar · View at Scopus
  33. L.-H. Chen and Z.-Y. Chen, “Effect of nonlinear strength of rockfill on slope stability of high earth-rock dam,” Rock and Soil Mechanics, vol. 28, no. 9, pp. 1807–1810, 2007 (Chinese). View at Google Scholar · View at Scopus
  34. B. Indraratna, L. S. S. Wijewardena, and A. S. Balasubramaniam, “Large-scale triaxial testing of grey wacke rockfill,” Geotechnique, vol. 43, no. 1, pp. 37–51, 1993. View at Publisher · View at Google Scholar · View at Scopus
  35. J. M. Duncan, “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses,” Tech. Rep., The University of California, Berkeley, Calif, USA, 1980. View at Google Scholar
  36. S. T. Bai and Y. H. Cui, “The mechanical properties of rockfill,” Journal of Hydroelectric Engineering, vol. 58, no. 3, pp. 21–30, 1994 (Chinese). View at Google Scholar
  37. Q. F. Lu and Z. Z. Yin, “Effect of strength nonlinearity on slope stability of high rockfill dam,” Chinese Journal of Rock Mechanics and Engineering, vol. 23, no. 16, pp. 2708–2711, 2004 (Chinese). View at Google Scholar · View at Scopus
  38. The Professional Standards Compilation Group of People's Republic of China, Design Code for Rolled Earth-Rock Fill Dams (SL274-2001), China Water Power Press, Beijing, China, 2002, (Chinese).
  39. C. Xu, Study on Reliability of Slope Stability of High Rockfill Dam, Dalian University of Technology, Dalian, China, 2010, (Chinese).
  40. T. Most and T. Knabe, “Reliability analysis of the bearing failure problem considering uncertain stochastic parameters,” Computers and Geotechnics, vol. 37, no. 3, pp. 299–310, 2010. View at Publisher · View at Google Scholar · View at Scopus
  41. K. M. Cao and Z. W. Chen, “The stability analysis of rockfill dam using non-linear strength criterion,” Water Resources and Hydropower Engineering, vol. 8, no. 9, pp. 37–42, 1991 (Chinese). View at Google Scholar