Slope‐stability‐constrained design of irrigation canals using particle swarm optimization
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[1] Rajib Kumar Bhattacharjya,et al. Optimal Design of Open Channel Section Incorporating Critical Flow Condition , 2006 .
[2] V. R. Greco. EFFICIENT MONTE CARLO TECHNIQUE FOR LOCATING CRITICAL SLIP SURFACE , 1996 .
[3] Jean-Pierre Bardet,et al. A simplex analysis of slope stability , 1989 .
[4] Zu-yu Chen,et al. Evaluation of minimum factor of safety in slope stability analysis , 1988 .
[5] Radoslaw L. Michalowski,et al. Stability Charts for Uniform Slopes , 2002 .
[6] D. Kumar,et al. Optimal reservoir operation for irrigation of multiple crops using elitist-mutated particle swarm optimization , 2007 .
[7] Idel Montalvo,et al. Particle Swarm Optimization applied to the design of water supply systems , 2008, Comput. Math. Appl..
[8] Darrell G. Fontane,et al. Use of Multiobjective Particle Swarm Optimization in Water Resources Management , 2008 .
[9] Hans A. Einstein,et al. River Channel Roughness , 1952 .
[10] W. Fellenius. Calculation of stability of earth dam , 1936 .
[11] Amlan Das,et al. Optimal Channel Cross Section with Composite Roughness , 2000 .
[12] M. Janga Reddy,et al. Multipurpose Reservoir Operation Using Particle Swarm Optimization , 2007 .
[13] Bryan W. Karney,et al. Hydraulic Optimization of Transient Protection Devices Using GA and PSO Approaches , 2006 .
[14] M. Janga Reddy,et al. Performance evaluation of elitist-mutated multi-objective particle swarm optimization for integrated water resources management , 2009 .
[15] Muthusamy Krishnamurthy,et al. Equivalent Roughness for Shallow Channel , 1972 .
[16] K. S. Li,et al. Rapid evaluation of the critical slip surface in slope stability problems , 1987 .
[17] David C. Froehlich,et al. Width and Depth‐Constrained Best Trapezoidal Section , 1994 .
[18] M. Janga Reddy,et al. Overtopping Probability Constrained Optimal Design of Composite Channels Using Swarm Intelligence Technique , 2010 .
[19] S. Adarsh,et al. Chance Constrained Optimal Design of Composite Channels Using Meta-Heuristic Techniques , 2010 .
[20] T. R. Neelakantan,et al. Design of water distribution networks using particle swarm optimization , 2006 .
[21] Thomas J. Trout,et al. Channel Design to Minimize Lining Material Costs , 1982 .
[22] D. Nagesh Kumar,et al. Multi‐objective particle swarm optimization for generating optimal trade‐offs in reservoir operation , 2007 .
[23] Mysore G. Satish,et al. Optimal Design of a Stable Trapezoidal Channel Section Using Hybrid Optimization Techniques , 2007 .
[24] Ashu Jain,et al. Optimal Design of Composite Channels Using Genetic Algorithm , 2004 .
[25] Van Uu Nguyen,et al. Determination of Critical Slope Failure Surfaces , 1985 .
[26] Riccardo Poli,et al. Analysis of the publications on the applications of particle swarm optimisation , 2008 .
[27] A. Bishop. The use of the Slip Circle in the Stability Analysis of Slopes , 1955 .