A new hybrid algorithm for global optimization and slope stability evaluation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-013-1850-y.pdf
Reference24 articles.
1. DUNCAN J, WRIGHT S. The accuracy of equilibrium methods of slope stability analysis [J]. Engineering Geology, 1980, 16(1/2): 5–17.
2. DUNCAN J, WRIGHT S. Soil strength and slope stability [M]. New York: John Wiley & Sons, 2005: 58–65.
3. PHAM H, FREDLUND D. The application of dynamic programming to slope stability analysis [J]. Canadian Geotechnical Journal, 2003, 40(4): 830–847.
4. CHEN J, YIN J, LEE C. The use of an SQP algorithm in slope stability analysis [J]. Communications in Numerical Methods in Engineering, 2005, 21(1): 23–37.
5. CHENG Y, LI L, CHI S. Performance studies on six heuristic global optimization methods in the location of critical slip surface [J]. Computers and Geotechnics, 2007, 34(6): 462–484.
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