Abstract
Slope stability analysis is routinely performed due to geological instability found in earth slopes. It has been an important role in geotechnical engineering for all the times. Although the efficiency of modern technology has significantly improved, the slope stability analysis is becoming more difficult due to the existence of imprecise, uncertainties and discontinuous function in the actual scenario. Moreover, given the presence of local minima points, the position of the critical failure surface in slope stability analysis is made inaccurate and cumbersome. This work proposes a meta-heuristic based approach to locate critical failure surfaces under prevailing conditions and constraints. The reliability and efficiency of the approach are examined by investigating the benchmark case studies. The outcome results indicate that, the proposed approach could acquire acceptable performance over existing methods and attain a better solution quality in terms of accuracy and efficiency.
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References
Fredlund, D. G., & Krahn, J. (1977). Comparison of slope stability methods of analysis. Canadian Geotechnical Journal, 14(3), 429–439.
Fellenius, W. (1936). Calculation of stability of earth dam. In Transactions. 2nd Congress Large Dams, Washington, DC (Vol. 4, no. 7-8, pp. 445–462).
Bishop, A. W. (1955). The use of the slip circle in the stability analysis of slopes. Geotechnique, 5(12), 7–17.
Janbu, N. (1973). Slope stability computations. In R. C. Hirschfeld & S. J. Poulos (Eds.), Embankment-dam engineering textbook (Vol. 12, no. 4, pp. 67). John Wiley and Sons Inc., Thomas Telford Ltd.
Chen, Z. Y., & Shao, C. M. (1988). Evaluation of minimum factor of safety in slope stability analysis. Canadian Geotechnical Journal, 25(4), 735–748.
Greco, V. R. (1996). Efficient Monte Carlo technique for locating critical slip surface. Journal of Geotechnical Engineering, American Society of Civil Engineers, 122(7), 517–525.
Cheng, Y. M., Li, L., & Chi, S. C. (2007). Performance studies on six heuristic global optimization methods in the location of critical slip surface. Computers and Geotechnics, 34(6), 462–484.
Zolfaghari, A. R., Heath, A. C., & McCombie, P. F. (2005). Simple genetic algorithm search for critical non-circular failure surface in slope stability analysis. Computers and Geotechnics, 32(3), 139–152.
Malkawi, A. I. H., Hassan, W. F., & Sarma, S. K. (2001). Global search method for locating general slip surface using Monte Carlo techniques. Journal of Geotechnical and Geoenvironmental Engineering, 127(8), 688–698.
Sun, J., Li, J., & Liu, Q. (2008). Search for critical slip surface in slope stability analysis by spline-based GA method. Journal of Geotechnical and Geoenvironmental Engineering, 134(2), 252–256.
Sengupta, A., & Upadhyay, A. (2009). Locating the critical failure surface in a slope stability analysis by genetic algorithm. Applied Soft Computing, 9(1), 387–392.
Kahatadeniya, K. S., Nanakorn, P., & Neaupane, K. M. (2009). Determination of the critical failure surface for slope stability analysis using ant colony optimization. Engineering Geology, 108(1), 133–141.
Kashani, A. R., Gandomi, A. H., & Mousavi, M. (2016). Imperialistic competitive algorithm: A metaheuristic algorithm for locating the critical slip surface in 2-dimensional soil slopes. Geoscience Frontiers, 7(1), 83–89.
Singh, J., Banka, H., & Verma, A. K. (2019). A BBO-based algorithm for slope stability analysis by locating critical failure surface. Neural Computing and Applications, 31(10), 6401–6418.
Cheng, Y. M., Li, L., Chi, S., & Wei, W. B. (2007). Particle swarm optimization algorithm for the location of the critical non-circular failure surface in two-dimensional slope stability analysis. Computers and Geotechnics, 34(2), 92–103.
Singh, J., Banka, H., & Verma, A. K. (2018). Analysis of slope stability and detection of critical failure surface using gravitational search algorithm. In Fourth International Conference on Recent Advances in Information Technology (RAIT) (pp. 1-6). IEEE.
Singh, J., Banka, H., & Verma, A. K. (2019). Locating critical failure surface using meta-heuristic approaches: A comparative assessment. Arabian Journal of Geosciences, 12(9), 307.
Singh, J., Verma, A. K., & Banka, H. (2018). Application of biogeography based optimization to locate critical slip surface in slope stability evaluation. In Fourth International Conference on Recent Advances in Information Technology (RAIT) (pp. 1–5) IEEE.
Aryal, K. P. (2006). Slope stability evaluations by limit equilibrium and finite element methods. Ph.D. thesis, Norwegian University of Science and Technology.
Fister, I., Fister, I, Jr., Yang, X., & Brest, J. (2013). A comprehensive review of firefly algorithms. Swarm and Evolutionary Computation, 13, 34–46.
Yamagami, T. (1988). Search for noncircular slip surfaces by the Morgenstern-Price method. In Proceedings of the 6th International Conference Numerical Methods in Geomechanics (pp. 1335–1340).
Solati, S., & Habibagahi, G. (2006). A genetic approach for determining the generalized interslice forces and the critical non-circular slip surface. Iranian Journal of Science and Technology, Transaction B, Engineering, Shiraz University, 30(1), 1–20.
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Singh, J., Banka, H. (2021). A Meta-heuristic Based Approach for Slope Stability Analysis to Design an Optimal Soil Slope. In: Das, S., Das, S., Dey, N., Hassanien, AE. (eds) Machine Learning Algorithms for Industrial Applications. Studies in Computational Intelligence, vol 907. Springer, Cham. https://doi.org/10.1007/978-3-030-50641-4_12
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DOI: https://doi.org/10.1007/978-3-030-50641-4_12
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