8Konstantinos P F. Theodore A T. Adaptive design optimization of witless sensor networks using geneticat gorithms [ J]. Computer Networks, 2007, 51 (4): 1031 - 1051.
9Lai W K, Coghill G G. Channel assignment through evolutionary optimization [J]. IEEE Transactions on Vehicular Technology, 1996,45(1) :91 -96.
10San Jose - Revuelta L M. A new adaptive genetic algorithm for fixed channel assigmnent [ J ]. Information Sciences, 2007,177 ( 13 ) : 2655 - 2678.
5ZOU J, WILLIAMS D J, XIONG W. Search for critical slip surfaces based on finite element method[J]. Canadian Geotechnical Journal, 1995, 32:233 -- 246.
6GRECO V R. Efficient Monte Carlo technique for locating critical slip surface[J]. Journal of Geotechnical Engineering, ASCE, 1996, 122: 517--525.
7CHENG Y M. Location of critical failure surface and some further studies on slope stability analysis[J]. Computers and Geotechnics, 30(2003): 255--267.
8周家驹,何险峰.演化程序--遗传算法和数据编码的结合[M].北京:中国科学出版社,2000.
9KONSTANTINOS P F, THEODORE A T. Adaptive design optimization of wireless sensor networks using genetic algorithms[J]. Computer Networks, 2007, 51, 1031--1051.
10LAI W K, COGHILL G G. Channel assignment through evolutionary optimization[J]. IEEE Transactions on Vehicular Technology, 1996, 45(1): 91 --96.
9Hao Huanga, Bo Chen. Dam seepage monitoring model based on dynamic effect weight of reservoir water level [J]. Original Re- search Article Energy Proeedia, 2012,16 : 159- 165.
10Vahid Nourani, Mohammad Hossein Aminfar, Mohammad Taghi Alanli, et al. Unsteady 2-D seepage simulation using physical an- alog, case of Sattarkhan embankment dam[J]. Original Research Artiele Journal of Hydrology, 2014,519(11) : 177-189.