Abstract
The harmony search algorithm was found to be sensitive to the parameters used in the algorithm. Although there is no theoretical method for the determination of values of the used parameters, a dynamic procedure for the values of parameters and a new substituting procedure are proposed in this study which will be demonstrated to be efficient for the location of critical slip surfaces of soil slopes in the slope stability analysis.
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References
Chen, Z., Shao, C.: Evaluation of Minimum factor of safety in Slope Stability Analysis. Canadian Geotechnical Journal 25, 735–748 (1988)
Baker, R., Garber, M.: Theoretical Analysis of the Stability of Slopes. Geotechnique 28, 341–395 (1978)
Nguyen, V.U.: Determination of Critical Slope Failure Surfaces. Journal of Geotechnical Engineering, ASCE 111, 238–250 (1985)
Arai, K., Tagyo, K.: Determination of noncircular slip surfaces giving the minimum factor of safety in slope stability analysis 21, 43–51 (1985)
Baker, R.: Determination of the critical slip surface in slope stability computations. International Journal of Numerical and Analytical Methods in Geomechanics, 333–359 (1980)
Yamagami, T., Jiang, J.C.: A Search for the Critical Slip Surface in Three-Dimensional Slope Stability Analysis. Soils and Foundations 37, 1–6 (1997)
Greco, V.R.: Efficient Monte Carlo technique for locating critical slip surface. Journal of Geotechnical Engineering 122, 517–525 (1996)
Malkawi Abdallah, I.H., Hassan, W.F., Sarma, S.K.: Global search method for locating general slip surface using Monte Carlo techniques. Journal of Geotechnical and Geoenvironmental Engineering 127, 688–698 (2001)
Cheng, Y.M.: Location of Critical Failure Surface and some Further Studies on Slope Stability Analysis. Computers and Geotechnics 30, 255–267 (2003)
Bolton Hermanus, P.J., Heymann, G., Groenwold, A.: Global search for critical failure surface in slope stability analysis. Engineering Optimization 35, 51–65 (2003)
Zolfaghari, A.R., Heath, A.C., McCombie, P.F.: Simple genetic algorithm search for critical non-circular failure surface in slope stability analysis. Computers and Geotechnics 32, 139–152 (2005)
Li, L., Chi, S.C., Lin, G.: The complex method based on ant colony algorithm and its application on the slope stability analysis. Chinese Journal of Geotechnical Engineering 26, 691–696 (2004)
Cheng, Y.M., Li, L., Chi, S.C.: Determination of the critical slip surface using artificial fish swarms algorithm. Journal of Geotechnical and Geoenvironmental Engineering 134, 244–251 (2008)
Geem, Z.W., Kim, J.H., Loganathan, G.V.: Harmony search. Simulation 76, 60–68 (2001)
Geem, Z.W.: Optimal cost design of water distribution networks using harmony search. Engineeering optimization 38, 259–280 (2006)
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Li, L., Yu, GM., Lu, SB., Wang, GY., Chu, XS. (2009). An Improved Harmony Search Algorithm for the Location of Critical Slip Surfaces in Slope Stability Analysis. In: Huang, DS., Jo, KH., Lee, HH., Kang, HJ., Bevilacqua, V. (eds) Emerging Intelligent Computing Technology and Applications. With Aspects of Artificial Intelligence. ICIC 2009. Lecture Notes in Computer Science(), vol 5755. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-04020-7_23
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DOI: https://doi.org/10.1007/978-3-642-04020-7_23
Publisher Name: Springer, Berlin, Heidelberg
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