Abstract
The critical factor of safety and the corresponding slip circle of an earthen slope can be determined by using an optimization technique. This chapter evaluates the efficiency of genetic algorithms in locating critical slip circle of a homogeneous earthen slope. Genetic algorithm, a global search technique, is highly efficient in finding the global optimal solution of a problem, having highly irregular response surface. The evaluation of results shows that genetic algorithm is very robust in locating critical slip circle. On the other hand, the gradient-based classical optimization method is highly sensitive to the initial solution supplied to the problem. This implies that there are multiple local optimal solutions of the problem. As a result, the classical optimization techniques many times trap at local optimal solutions.
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References
Baker R (1980) Determination of the critical slip surface in slope stability computations. Int J Numer Anal Methods Geomech 4:333–359
Bishop AW (1955) The use of slip circle in the stability analysis of slopes. Geotechnique London 5:7–17
Chen Z-Y, Shao C-M (1988) Evolution of minimum factor of safety in slope stability analysis. Canadian Geotech J Ottawa 25:735–748
Celestino TB, Duncan JM (1981) Simplified search for noncircular slip surface. In: Proceedings of the 10th international conference on SMFE, pp 391–394
Deb K (1999) An introduction to genetic algorithms. Sadhana 24(4):293–315
Fellenius W (1936) Calculation of the stability of earth dams. Trans, of 2nd congress on Large Dams, vol 4, pp 445–459
Greco VR (1996) Efficient Monte Carlo technique for locating critical slip surface. J Geotech Eng ASCE 122(7):517–525
Goldberg DE (1989) Genetic algorithms in search, optimization, and in machine learning. Addison Wiley Longman, Inc, Boston
Janbu N (1973) Slope stability computations. In: Hirschfield E, Poulos S (eds) Embankment dam engineering, Casagrande memorial volume. Wiley, New York, pp 47–86
Li KS, White W (1987) Rapid evaluation of the critical slip surface in slope stability problems. Int J Numer Anal Methods Geomech 11:449–473
Nguyen VU (1985) Determination of critical slope failure surface. J Geotech Eng ASCE 111(2):238–250
Sarma SK (1979) Stability analysis of embankments and slopes. J Geotech Eng ASCE 105(12):1511–1524
Yamagami T, Ueta Y (1988) Search for noncircular slip surface by Morgenstern-price method. In: Proceedings of the 6th international conference numerical methods in geomechanics, pp 1219–12223
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Bhattacharjya, R.K. (2020). Efficiency of Binary Coded Genetic Algorithm in Stability Analysis of an Earthen Slope. In: Bennis, F., Bhattacharjya, R. (eds) Nature-Inspired Methods for Metaheuristics Optimization. Modeling and Optimization in Science and Technologies, vol 16. Springer, Cham. https://doi.org/10.1007/978-3-030-26458-1_18
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DOI: https://doi.org/10.1007/978-3-030-26458-1_18
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