期刊文献+

自适应蚁群算法及其在边坡工程中的应用 被引量:56

Adaptive colony algorithm and its application to the slope engineering
在线阅读 下载PDF
导出
摘要 蚁群算法目前多用于求解组合优化问题.为了让蚁群算法能求解复杂的边坡稳定性分析问题,对基本蚁群算法的结构形式和蚂蚁转移概率的计算进行了改进.针对蚁群算法在演化过程中存在停滞和过早收敛的现象,引入一种自适应搜索算子,改变蚂蚁的选择机制,提高蚂蚁选择的多样性,并由此构建了一种新的蚁群算法——自适应蚁群算法(AACA).研究了AACA在边坡非圆弧临界滑动面搜索中的应用,所给出的算例结果表明:与基本蚁群算法相比,可有效地防止停滞和过早收敛现象,并总能搜索到问题的全局最优解,且搜索效率也有较大的提高. For ant colony algorithm (ACA) being fit to solve the stability analysis of complex slopes, the structure of ACA and the transfer probability formula were modified. An adaptive operator was introduced to change the selection mechanism of ants and prevent the phenomena of stagnation and premature convergence. Thus, an ant colony algorithm, called adaptive ant colony algorithm (AACA), was presented. Its application to searching for the noncircular critical slip surface of slopes was studied. Several examples were given to test the proposed method. The results show that it can exactly find out the global optimal solution and the search efficiency is higher than that of simple ant colony algorithm.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2003年第5期566-569,共4页 Journal of Zhejiang University:Engineering Science
基金 湖南省科技攻关资助项目(02GKY3024).
关键词 自适应蚁群算法 边坡工程 组合优化 边坡稳定性 蚂蚁转移概率 临界滑动面 Adaptive algorithms Convergence of numerical methods Optimization Probability
  • 相关文献

参考文献11

  • 1肖专文,张奇志,梁力,林韵梅.遗传进化算法在边坡稳定性分析中的应用[J].岩土工程学报,1998,20(1):44-46. 被引量:129
  • 2陈昌富,谢学斌.露天采矿边坡临界滑动面搜索蚁群算法研究[J].湘潭矿业学院学报,2002,17(1):62-64. 被引量:7
  • 3NGUYEN V U. Determination of critical slope failure surfaces[J]. J Geotech Engrg, ASCE, 1985,111 (2) :238--250.
  • 4LI K S,WHITE W. Rapid evaluation of the critical slip surface in slope stability problems [J]. lnt J Numer And Analytical Methods in Geomech, 1987, 11:449--473.
  • 5ARAI K,TAGYO K. Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis[J]. Soils and Found, 1985, 25 (1):43--45.
  • 6BASUDHAR P K. SUMSATAB--A computer software for generalized stability analysis of zoned dams[A]. Proc 6th lnt Conf on Numerical Methods in Geomechanics[C]. Innsbruck, Austria : [s. n. ], 1988.1407--1412.
  • 7BAKER R. Determination of the critical slip surface in slope stability computations[J]. Int J Namer And Analytical Methods in Geomech, 1980,4 : 333-- 359.
  • 8YAMAGAMI T, UETA Y. Noncircular slip surface analysis of the stability of slopes [J]. J of Japan Landslide Society, 1986,22 (4) : 8-- 16.
  • 9CHEN Z-Y,SHAO C-M. Evaluation of minimum factor of safety in slope stability analysis[J]. Can Geoteeh J,1988,20:104--119.
  • 10GOH A T C. Genetic algorithm search for critical slip surface in multiple-wedge stability analysis [J]. Can Geotech J,1999,36:382--391.

二级参考文献12

共引文献133

同被引文献507

引证文献56

二级引证文献327

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部