›› 2006, Vol. 27 ›› Issue (8): 1429-1432.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Reliability analysis of thawing settlement of permafrost subgrade based on genetic algorithm

QI Chang-qing1, 2, WU Qing-bai3, SHI Bin2, TANG Chao-sheng2   

  1. 1. Research Academy of Hohai University, Nanjing 210098, China; 2. Advanced Computational Engineering Institute for Earth Environment, Nanjing University, Nanjing 210093, China; 3. Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China
  • Received:2004-10-21 Online:2006-08-10 Published:2013-11-26

Abstract: On the basis of limit equilibrium equation for thawing settlement of permafrost subgrade, a global optimal algorithm is put forward to calculate the reliability index and failure probability based on genetic algorithm. It can overcome the drawbacks of local optimal wildly existing in classic searching method. By this method, difficulty brought by the transformation of complex performance function can be avoided and nonlinear programming problem can be solved efficiently. Engineering example of Qinghai-Tibet Railway shows that this method is accurate and reliable.

Key words: permafrost subgrade, thawing settlement, genetic algorithm, reliability index, failure probability

CLC Number: 

  • TU 441
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • [1] MA Chun-hui, YANG Jie, CHENG Lin, LI Ting, LI Ya-qi, . Adaptive inversion analysis of material parameters of rock-fill dam based on QGA-MMRVM [J]. Rock and Soil Mechanics, 2019, 40(6): 2397-2406.
    [2] WEN Shu-jie, LIANG Chao, SONG Liang-liang, LIU Gang,. Search strategy of three-dimensional critical slip surface based on minimum potential energy [J]. , 2018, 39(7): 2708-2714.
    [3] ZHU Yong, ZHOU Hui, FENG Xia-ting, ZHANG Chuan-qing, ZHANG Ming-qiang, YANG Fan-jie,. Directional simulation of failure probability of rock slope wedge [J]. , 2017, 38(S1): 151-157.
    [4] CHEN Chun-shu, XIA Yuan-you. Seismic reliability analysis of slope reinforced with prestressed anchor cable based on global limit response surface [J]. , 2017, 38(S1): 255-262.
    [5] XU Xiao-liang, LI Jian-lin, GONG Jia-wei, WAN Liang-peng, CHEN Jiang-hong,. Copula-based slope reliability analysis using g-line failure domain [J]. , 2017, 38(5): 1445-1462.
    [6] ZHENG Dong, LI Dian-qing, CAO Zi-jun, PHOON Kok-kwang, . Effect of spatial variability on correlation between slope failure modes and system reliability of slope stability [J]. , 2017, 38(2): 517-524.
    [7] XIN Jun-xia, WU Xing-zheng, GAO Wei, REN Guo-jia, MA Jun-xiang, FAN Lei, . Copula-based analysis of load-displacement curves of cement-fly ash-gravel pile [J]. , 2016, 37(S1): 424-434.
    [8] WANG Wei , YANG Min , SHANGGUAN Shi-qing,. Pile diameter optimization analysis method of piled raft foundation based on minimization of differential settlements [J]. , 2015, 36(S2): 178-184.
    [9] JIANG Shui-hua , LI Dian-qing,. Reliability analysis of multilayered soil slopes system considering spatial variability of soil properties [J]. , 2015, 36(S1): 629-633.
    [10] LIU Xiao , TANG Hui-ming , XIONG Cheng-ren , LIU Qing-bing,. A new method for reliability analysis of dynamic slope stability with considering energy-time distribution [J]. , 2015, 36(5): 1428-1443.
    [11] LI Zhong , YANG Jun , . Stability analysis of slope under complex stress conditions based on multi-population genetic algorithm [J]. , 2015, 36(5): 1488-1495.
    [12] LI Ning , WANG Li-guan , JIA Ming-tao , CHEN Jian-hong , TAN Zheng-hua,. Application of improved genetic algorithm and support vector machine to clustering analysis of rock mass structural plane [J]. , 2014, 35(S2): 405-411.
    [13] QIU Dao-hong ,LI Shu-cai ,XUE Yi-guo ,TIAN Hao ,YAN Mao-wang,. Advanced prediction of surrounding rock classification based on digital drilling technology and QGA-RBF neural network [J]. , 2014, 35(7): 2013-2018.
    [14] SUN Chang-ning,CAO Jing,SONG Zhi-gang,ZHAO Hui-min,GUI Yue. Calculation method of foundation pit system reliability based on conditional probability [J]. , 2014, 35(4): 1211-1216.
    [15] CAI Hai-bing , PENG Li-min , ZHENG Teng-long,. A duration prediction model of surface thawing settlement in construction period of tunnel with horizontal freezing method [J]. , 2014, 299(2): 504-510.
    Viewed
    Full text


    Abstract

    Cited

      Shared   
      Discussed   
    [1] ZHUANG Li, ZHOU Shun-hua. Static loading-unloading test of sand and stress release model[J]. , 2009, 30(9): 2667 -2673 .
    [2] SHI Jian-yong, QIAN Xue-de, ZHU Yue-bing. Shearing behavior of landfill composite liner by simple shear test[J]. , 2010, 31(4): 1112 -1117 .
    [3] LIAN Chuan-jie, XU Wei-ya, WANG Ya-jie, WANG Zhi-hua. Numerical simulation of entry performance supported by a new high strength and high pretension yieldable bolts[J]. , 2010, 31(7): 2329 -2335 .
    [4] YANG Xu-sheng, FENG Shu-fang, GAOXin. Dynamic response analysis of veritical shaft under internal explosion[J]. , 2010, 31(S1): 74 -78 .
    [5] XU Fei,XU Wei-ya,WEN Sen,LIU Zao-bao,ZHAO Yan-xi. Projection pursuit based on particle swarm optimization for evaluation of surrounding rock stability[J]. , 2010, 31(11): 3651 -3655 .
    [6] RAN Long, HU Qi. Analysis of seepage failure of deep foundation pit in silty sand[J]. , 2009, 30(1): 241 -245 .
    [7] WEI Ning,LI Xiao-chun,WANG Yan,GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
    [8] HUANG Guang-long,ZHANG Feng,WEI Min,FANG Qian. Analysis and treatment of dangerous status of a deep foundation pit in soft clay[J]. , 2009, 30(6): 1735 -1746 .
    [9] ZHAO Hong-bao,YIN Guang-zhi,ZHANG Wei-zhong. Study of creep characteristics and constitutive relation of briquette under confining pressure[J]. , 2009, 30(8): 2305 -2308 .
    [10] YIN Hong-lei,XU Qian-jun,LI Zhong-kui. Effect of swelling deformation on stability of expansive soil slope[J]. , 2009, 30(8): 2506 -2510 .