期刊文献+

黄土边坡“三维最危险滑裂面”的高效搜索和稳定性评价 被引量:2

Efficient Search for the Most Possible 3D Slip Surface on the Loess Slope and Its Stability Evaluation
下载PDF
导出
摘要 本文介绍了作者所开发的一套实用型黄土坡体"三维最危险滑裂面"搜索和稳定性评价软件系统的核心思想,即采用Monte Carlo随机搜索法与遗传算法相结合的优化方法,高效生成一系列接近(或包含)"最危险滑裂面"的三维滑裂面,并以Hungr法所确定的稳定性系数最小为筛选依据,搜索确定任意形态黄土坡体的"三维最危险滑裂面",进而基于已知的"三维最危险滑裂面",进一步考虑各种可能的参数变化,进行严密的稳定性分析和评价。 We introduce the main idea of a software system and developed for searching the most possible 3D slip surface on the loess slope and evaluating the stability of the slope. In the system we use an optimization method, which combined Monte Carlo random search method and genetic algorithm, to simulate a great number of possible 3D slip surfaces of a loess slope efficiently, and then use the stability coefficients determined by Hungr's method as the indicator to pick out the most possible slip surface. Furthermore, based on the most possible slip surface, we can effectively analyze and evaluate the stability of the loess slope by considering the variations of different mechanical parameters of loess.
出处 《震灾防御技术》 CSCD 北大核心 2017年第1期125-132,共8页 Technology for Earthquake Disaster Prevention
基金 地震行业科研专项(200808031)
关键词 黄土滑坡 三维最危险滑裂面 稳定性评价 Loess slope Most possible 3D slip surface Stability evaluation
  • 相关文献

参考文献6

二级参考文献64

  • 1王文生,谢永利,梁军林.膨胀土路堑边坡的破坏型式和稳定性[J].长安大学学报(自然科学版),2005,25(1):20-24. 被引量:43
  • 2徐世强,折学森,刘怡琳,郑南翔,周志军,石刚.公路黄土坝式路堤稳定性计算方法[J].交通运输工程学报,2006,6(3):42-46. 被引量:14
  • 3王志斌,李亮,杨小礼,邹金锋.水平条分法在贴坡高填方路堤稳定性分析中的应用[J].中国公路学报,2007,20(3):29-34. 被引量:16
  • 4高德彬 王艳霞 王丽 李同录.边坡稳定性分析方法综述[A]..地球探测科学与技术新进展[C].北京:中国科学技术出版社,2002.93-99.
  • 5柳厚祥,廖雪,李宁,张起森,方风华.公路边坡稳定性分析的二维变分方法[J].中国公路学报,2007,20(4):7-11. 被引量:13
  • 6Hovland H J. Three dimensional Slope Stability Analysis Method[J]. Journal of the Geotechnical Engineering Division,1977,103(9):971 -986.
  • 7Hungr O, Salgado F M, Byrne P M. Evaluation of a Three- dimensional Method of Slope Stability Analysis[J].Canadian Geotechnical Journal, 1989,26(4) :679- 686.
  • 8Hungr O. An Extension ot" Bishop's Simplified Method of Slope Stability Analysis to Three Dimensions[J]. Geotechnique,1987,37(1):113-117.
  • 9Zhang X. Three-dimensional Stability Analysis of Concave Slopes in Plan View [J]. Journal of Geotechnical Engineering, 1988,114(6) : 658-671.
  • 10Chen R H, Chameau J L. Three dimensional Limit Equili brium Analysis of Slopes[J]. Geotechnique, 1983, 33 ( 1 ) : 31-40.

共引文献383

同被引文献34

引证文献2

二级引证文献3

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