›› 2009, Vol. 30 ›› Issue (2): 492-496.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on influences of factors dynamic weight on slope stability

LI Ke-gang, HOU Ke-peng, LI Wang   

  1. Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China
  • Received:2007-05-09 Online:2009-02-10 Published:2011-01-27

Abstract:

From the definition of weight, the weak point of weight calculation by traditional analytic hierarchy process (AHP) is analyzed. It is pointed out that the factor weight is not unchangeable, which can vary with the difference of actual values of factors. Taking this as starting point, the simple dependent degree of extension theory is introduced to improve the traditional AHP. The improved method not only can avoid the disadvantages which are caused by subjectiveness during the weight calculation but also can fully reflect the impact on slope stability when the same factor has different data, which should make the evaluation results more reasonable. Finally, a specific example of slope project is studied. The results show that the factor weight has a dynamic characteristic, that is, even if evaluation factors are same, the values of factor weight will also alter with the different data of factors, then the evaluation results of slope stability must be different.

Key words: factor, dynamic weight, simple dependent degree, slope stability

CLC Number: 

  • O 152
[1] SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398.
[2] KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706.
[3] KE Wen-hai, GUAN Ling-xiao, LIU Dong-hai, DENG Jian-lin, LI Ke, XU Chang-jie, . Research on upper pipeline-soil interaction induced by shield tunnelling [J]. Rock and Soil Mechanics, 2020, 41(1): 221-228.
[4] LIU Xi-ling, LIU Zhou, LI Xi-bing, HAN Meng-si. Acoustic emission b-values of limestone under uniaxial compression and Brazilian splitting loads [J]. Rock and Soil Mechanics, 2019, 40(S1): 267-274.
[5] LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439.
[6] ZHOU Cui-ying, LIANG Ning, LIU Zhen, . Fractal characteristics of compression failure of red soft rock and cascading failure process [J]. Rock and Soil Mechanics, 2019, 40(S1): 21-31.
[7] ZHANG Hai-na, CHEN Cong-xin, ZHENG Yun, SUN Chao-yi, ZHANG Ya-peng, LIU Xiu-min, . Analysis of flexural toppling failure of rock slopes subjected to the load applied on the top [J]. Rock and Soil Mechanics, 2019, 40(8): 2938-2946.
[8] YIN Li-yang, TANG Chao-sheng, XIE Yue-han, LÜ Chao, JIANG Ning-jun, SHI Bin, . Factors affecting improvement in engineering properties of geomaterials by microbial-induced calcite precipitation [J]. Rock and Soil Mechanics, 2019, 40(7): 2525-2546.
[9] HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865.
[10] CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162.
[11] WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378.
[12] LIU Jian, CHEN Liang, WANG Chun-ping, MA Li-ke, WANG Ju. A new method of calculating gas permeability of rock under unsteady flow condition and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1721-1730.
[13] WANG Yin, ZHOU Ling-xin, YANG Qing. New drag coefficient model for irregular calcareous sand particles and its application into fluid-particle coupling simulation [J]. Rock and Soil Mechanics, 2019, 40(5): 2009-2015.
[14] YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua, . Study of contact cracks based on improved numerical manifold method [J]. Rock and Soil Mechanics, 2019, 40(5): 2016-2021.
[15] YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[2] WANG Yang, TANG Xiong-jun, TAN Xian-kun, WANG Yuan-han. Mechanism analysis of floor heave in Yunling Tunnel[J]. , 2010, 31(8): 2530 -2534 .
[3] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
[4] LEI Jin-bo,CHEN Cong-xin. Research on load transfer mechanism of composite foundation of rigid pile with cap based on hyperbolic model[J]. , 2010, 31(11): 3385 -3391 .
[5] FAN Heng-hui, GAO Jian-en, WU Pu-te, LUO Zong-ke. Physicochemical actions of stabilized soil with cement-based soil stabilizer[J]. , 2010, 31(12): 3741 -3745 .
[6] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[7] WANG Jun, CAO Ping, LI Jiang-teng, LIU Ye-ke. Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration[J]. , 2009, 30(7): 2158 -2162 .
[8] ZHANG Yuan, WAN Zhi-jun, KANG Jian-rong, ZHAO Yang-sheng. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress[J]. , 2011, 32(3): 677 -683 .
[9] ZHANG Xue-chan , GONG Xiao-nan , YIN Xu-yuan , ZHAO Yu-bo. Monitoring analysis of retaining structures for Jiangnan foundation pit of Qingchun road river-crossing tunnel in Hangzhou[J]. , 2011, 32(S1): 488 -0494 .
[10] TANG Shi-bin, TANG Chun-an, LI Lian-chong, ZHANG Yong-bin. Investigation on time-dependent deformation of tunnel induced by humidity diffusion[J]. , 2011, 32(S1): 697 -0703 .