›› 2004, Vol. 25 ›› Issue (1): 91-93.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Grey correlation analysis of sensitive factors of landslide

WANG Yang, YIN Kun-long, AN Guang-feng   

  1. Engineering Faculty, China University of Geosciences, Wuhan 430074, China
  • Received:2002-09-29 Online:2004-01-10 Published:2014-07-15

Abstract: Grey Correlation Model is employed analyze sensitivities of influencing factors. This model regards sensitive factors as sub-sequences, the corresponding safety factors as primary-sequences, top-difference as transforming method of basic data and correlative degrees as estimating indexes of sensitive factors. The model takes the Xiatudiling landslide which is located at Shuitianba, the area of the Three-Gorges reservoir as an example, and four influencing factors, respectively the cohesion of sliding zone(c), the angle of internal friction of sliding zone(φ), acceleration of earthquake and water level of the reservoir, are selected as sub-sequences and the safety factors, which are calculated by push method, are considered as primary-sequences. It is concluded that the values of C and φ are the most sensitive influencing factors of all of the factors.

Key words: grey correlation model, sensitivity, correlative degrees, push method

CLC Number: 

  • 0159
  • 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] WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153.
[2] WANG Zhi-rong, HE Ping, GUO Zhi-wei, WANG Yong-chun. Calculation of initiation pressure of vertical well for coalbed methane considering crack characteristic index [J]. , 2018, 39(S1): 369-377.
[3] GUO Chong-yang, LI Dian-qing, CAO Zi-jun, GAO Guo-hui, TANG Xiao-song. Efficient reliability sensitivity analysis for slope stability in spatially variable soils [J]. , 2018, 39(6): 2203-2210.
[4] LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, . Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile [J]. , 2018, 39(5): 1825-1833.
[5] CHEN Wei-zhong, MA Yong-shang, YU Hong-dan, GONG Zhe, LI Xiang-ling,. Parameter sensitivity analysis for thermo-hydro-mechanical coupling model of clay tunnel for radioactive waste disposal [J]. , 2018, 39(2): 407-416.
[6] WANG Peng, SHU Cai, SHI Feng, HU Guo-zhong, WANG Hong-tu,. Orthogonal experimental study of similar materials properties of different densities, sand-binder ratios and residual moisture contents [J]. , 2017, 38(S2): 229-235.
[7] LU Yi-yu, HAN Shuai-bin, TANG Ji-ren, ZHOU Lei, LI Hong-lian, LIAO Yin, . Experimental study of deformation and seepage characteristics of proppant under cyclic loading [J]. , 2017, 38(S1): 173-180.
[8] ZHANG Yong-jie, XIA Yi-qi, FENG Xia-ting, WANG Gui-yao,. A simplified method and affecting factors for double pile-column foundation in abrupt slope [J]. , 2017, 38(6): 1705-1715.
[9] YIN Shuai, DING Wen-long, SHAN Yu-ming, ZHOU Wen, XIE Run-cheng,. A new method for quantitative evaluation of microcrack stress sensitivity of tight sandstone reservoir based on inversion of acoustic data [J]. , 2017, 38(2): 409-418.
[10] ZHANG Zhi-zeng , LI Xiao-chang , WANG Ke-zhong,. Uniqueness of displacement back analysis of circular tunnel in transversely isotropic rock mass when considering shear stress [J]. , 2016, 37(S2): 449-460.
[11] ZENG Yi-jin, GUO Yin-tong, YANG Chun-he,. Investigation on major factors controlling surface and subsurface inclined fields upon hydraulic fracturing [J]. , 2016, 37(S1): 79-87.
[12] ZOU Fei,LONG Wan-xue,LI Liang,. Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting [J]. , 2016, 37(7): 2101-2108.
[13] WAN Liang-peng, XU Yang, LI Jian-lin, WANG Shao-hua, ZHOU Mei-ling,. Sensitivity analysis of the effect of rock mass parameters on slope stability evaluation: A case study of abutment slope of Dagangshan [J]. , 2016, 37(6): 1737-1744.
[14] LI Ying-fu , HUA Xin-zhu, YANG Ke, LI Zhi-hua,. Sensitivity analysis of factors influencing support crushing in working face of improving upper limit under loose aquifer and countermeasures against support crushing [J]. , 2016, 37(5): 1425-1433.
[15] GAO Chao ,XIE Ling-zhi ,XIONG Lun ,WANG Yong-sheng,. Analysis of direction-dependent characteristics of permeability of sandstone with ultra-lowly permeability in confining pressure tests [J]. , 2016, 37(4): 948-956.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[2] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[3] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[4] HU Yong-gang, LUO Qiang, ZHANG Liang, HUANG Jing, CHEN Ya-mei. Deformation characteristics analysis of slope soft soil foundation treatment with mixed-in-place pile by centrifugal model tests[J]. , 2010, 31(7): 2207 -2213 .
[5] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[6] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[7] WANG Xue-wu,XU Shang-jie,DANG Fa-ning,CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[8] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
[9] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .
[10] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .