›› 2012, Vol. 33 ›› Issue (2): 449-452.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of location distribution of slope slip plane with different factors of safety

ZHANG Hao1, YU Wei-wei1, LIN Hang2, LIU Qun-yi3   

  1. 1. College of Science & Technology, Nanchang University, Nanchang 330029, China; 2. School of Resources & Safety Engineering, Central South University, Changsha 410083, China; 3. School of Info-Physics Engineering, Central South University, Changsha 410083, China
  • Received:2010-06-09 Online:2012-02-10 Published:2012-02-14

Abstract: In order to study the relationship between safety factor of slope and its slip plane during the slope stability calculation by strength reduction method, the theoretical deduction and numerical calculation of strength reduction method by FLAC3D are done. The safety factor and location of slip plane for slope are analyzed for a homogeneous slope with the variation of cohesion and friction angle . The analysis results show that (1) the safety factor of slope is influenced by anyone of cohesion and friction angle, but the location of slip plane is instead influenced by the combination function of c and φ, which has the formula of , where is the height of slope; (2) when equals to a constant, the locations of slip plane will not change by the variation of shear parameters and ; with the increase of , the failure mode of slope changes from shallow slippage to deep slippage, the slip plane becomes more and more smooth while the top of it moves farther away from the vertex of slope, and slipping volume becomes greater.

Key words: slope, shear strength reduction, slip plane, strength parameters, numerical analysis

CLC Number: 

  • TU 457
[1] ZHU Yan-peng, TAO Jun, YANG Xiao-hui, PENG Jun-guo, WU Qiang, . Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates [J]. Rock and Soil Mechanics, 2020, 41(2): 612-623.
[2] LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713.
[3] 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.
[4] YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340.
[5] LIU Shun-qing, HUANG Xian-wen, ZHOU Ai-zhao, CAI GUO-jun, JIANG Peng-ming, . A stability analysis method of soil-rock slope based on random block stone model [J]. Rock and Soil Mechanics, 2019, 40(S1): 350-358.
[6] LIU Zu-qiang, LUO Hong-ming, ZHENG Min, SHI Yun-jiang, . Study on expansion-shrinkage characteristics and deformation model for expansive soils in canal slope of South-to-North Water Diversion Project [J]. Rock and Soil Mechanics, 2019, 40(S1): 409-414.
[7] 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.
[8] WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476.
[9] JIANG An-nan, ZHANG Quan, WU Hong-tao, DUAN Long-mei, JIAO Ming-wei, BAI Tao, . Stability analysis of slope affected by blasting based on improved local safety method [J]. Rock and Soil Mechanics, 2019, 40(S1): 511-518.
[10] WU Jin-liang, HE Ji, . Composite element model for dynamic excavation simulation of rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 535-540.
[11] XU Jing-jing, TANG Xu-hai, LIU Quan-sheng , FENG Yu-fei. Investigation on trajectory of rolling rock affected by rock fragmentation based on energy tracking method [J]. Rock and Soil Mechanics, 2019, 40(S1): 541-548.
[12] ZHU Lei, HUANG Run-qiu, CHEN Guo-qing, YAN Ming, . Mechanical model and evolution of fracture system with a gentle dip angle in rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 53-62.
[13] CHEN Yu-long, UCHIMURA Taro, . Early warning of rainfall-induced landslides based on elastic wave velocity [J]. Rock and Soil Mechanics, 2019, 40(9): 3373-3386.
[14] NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492.
[15] ZHU Cai-hui, CUI Chen, LAN Kai-jiang, DONG Yong-qiang. The effects of the degradation of brick-clay structure and demolition of embedded buildings on the stability of Yulin City Wall [J]. Rock and Soil Mechanics, 2019, 40(8): 3153-3166.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHOU Huo-yao,SHI Jian-yong. Test research on soil compacting effect of full scale jacked-in pile in saturated soft clay[J]. , 2009, 30(11): 3291 -3296 .
[2] DONG Yun ,HE Wei-zhong, SUN Wei. Analysis of stability & deformation and destruction mode of road embankment built aside dam[J]. , 2010, 31(8): 2471 -2478 .
[3] YE Bin, YE Guan-lin , NAGAYA Junichi. Dynamic numerical simulation of a new quay wall structure with geosynthetics[J]. , 2010, 31(S2): 442 -446 .
[4] TU Yu-min, YU Ya-nan. Research on limit sliding resistance force of retaining structure with tenon[J]. , 2009, 30(1): 105 -108 .
[5] GAO Yan-bin, CUI Yu-jun. Use of microclimate energy analysis method in geotechnical problem analysis[J]. , 2009, 30(2): 433 -439 .
[6] SHI Chong, XU Wei-ya, ZHOU Jia-wen, ZHANG Jin-long. Transmission model of joint interface and its performance of vibration isolation[J]. , 2009, 30(3): 729 -734 .
[7] PANG Da-peng, CHEN Jian-ping, WANG Dan-wei. Application of fractal description of rock mass joint and cracks network to advanced geological forecast of tunnels[J]. , 2009, 30(5): 1415 -1420 .
[8] YANG Rong-wei, CHENG Xiao-hui. Direct shear experiments of photoelastic granular materials[J]. , 2009, 30(S1): 103 -109 .
[9] SUN Bo,ZHOU Zhong-hua,ZHANG Hu-yuan,ZHANG Yong-xia,ZHENG Long. Characteristics and prediction model of surface temperature for rammed earthen architecture ruins[J]. , 2011, 32(3): 867 -871 .
[10] WANG Song-he, LUO Ya-sheng. Research on creep characteristics of loess under complex stress[J]. , 2009, 30(S2): 43 -47 .