New method to search the most dangerous failure slope surface freely

被引:0
|
作者
School of Resources and Safety Engineering, Central South University, Changsha 410083, China [1 ]
不详 [2 ]
机构
来源
Zhongnan Daxue Xuebao (Ziran Kexue Ban) | 2006年 / 4卷 / 810-814期
关键词
Computational geometry - Computer simulation - Failure (mechanical) - Failure analysis - Genetic algorithms - Safety factor - Slope protection;
D O I
暂无
中图分类号
学科分类号
摘要
Based on the Janbu slice method for the calculation of integral stability of slope, an improved genetic algorithm, named MIGA was proposed, which can freely search the most dangerous failure slope surface and calculate the corresponding minimum safety factor without supposing the geometric shape of the most dangerous non-circular failure surface. This improved genetic algorithm can simulate the genetic evolutionary process of organisms and avoids local minimum value compared with the classical methods. It is a global optimal algorithm, so it has higher searching efficiency than simple genetic algorithm (SGA). The safety factor calculated by MIGA is the least compared with that by other methods in engineering, and the most dangerous failure surface searched by MIGA agrees well with the reality, so its advantages are verified.
引用
收藏
相关论文
共 50 条
  • [31] Calculation of uniformly distributed strip load and the most dangerous sliding surface
    Zhang, Zhi-Zhen
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2011, 33 (12): : 1987 - 1992
  • [32] Search Method for Critical Surface of Open-pit Slope Based on Minimum Reliability Index
    Yang Kun
    2010 INTERNATIONAL CONFERENCE ON MINE HAZARDS PREVENTION AND CONTROL, 2010, 12 : 690 - 696
  • [33] Search Method for Irregular Sliding Surface of Rock Slope Based on GeoSMA-3D
    Wang, Shu-Hong
    Li, Zhong
    Hou, Qin-Kuan
    Li, You-Ming
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2024, 45 (08): : 1159 - 1166
  • [34] Search for critical slip surface in slope stability analysis by spline-based GA method
    Sun, Jianping
    Li, Jiachun
    Liu, Qingquan
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (02) : 252 - 256
  • [35] Determination of location of the most stressed surface at slope of open pit
    Izv Vyssh Uchebn Zaved Gorn Zh, 7-8 (48-52):
  • [36] MOST LIKELY TENSION CRACK POSITIONS IN PLANE SHEAR SLOPE FAILURE
    KULLMANN, D
    BARRON, K
    CIM BULLETIN, 1989, 82 (927): : 46 - 54
  • [37] Random simulation of critical slope failure surface
    Wang, Jianfeng
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 1999, 18 (03): : 294 - 299
  • [38] SLIP SURFACE FORMATION DURING THE SLOPE FAILURE
    KOROTKOV, PF
    DOKLADY AKADEMII NAUK SSSR, 1982, 267 (04): : 818 - 822
  • [39] A new efficient simulation method to approximate the probability of failure and most probable point
    Rashki, Mohsen
    Miri, Mahmoud
    Moghaddam, Mehdi Azhdary
    STRUCTURAL SAFETY, 2012, 39 : 22 - 29
  • [40] Freud, Jung and Sabina Spierlrein: A most dangerous method - Kerr,J
    Thompson, NL
    PSYCHOANALYTIC QUARTERLY, 1996, 65 (03): : 644 - 649