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Determination of critical slip surface of fractured rock slopes based on fracture orientation data

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Abstract

The critical slip surface of a fractured rock slope tends to extend along the fractures. Thus, fracture orientation plays a critical role in determining the critical slip surface. Based on fracture orientation data, this paper examines the critical slip surfaces of fractured rock slopes. Given that the surface of a fractured rock slope extends along the fracture surfaces, or the wedges, with each composed of two arbitrary fractures, the critical slip surface is determined via stochastic dynamics. In addition, a fracture frequency method is proposed as a means of analyzing the critical slip surface. According to this method, the critical slip surface slips in whichever direction has the lowest fracture frequency. Based on the stochastic dynamics method and the fracture frequency method, the critical slip surface of the slope is finally determined, that is, the critical slip surface takes the form of a plane passing the slope toe with a dip of 120° and a dip angle of 45°.

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References

  1. Huang R Q, Huang D, Duan S H. Geomechanics mechanism and characteristics of surrounding rock mass deformation failure in construction phase for underground powerhouse of Jingping hydropower station. Chinese J Rock Mech Eng, 2011, 30: 23–35

    Google Scholar 

  2. Au S W C. Rain-induced slope instability in Hong Kong. Eng Geol, 1998, 51: 1–36

    Article  Google Scholar 

  3. Siad L. Stability analysis of jointed rock slopes reinforced by passive, fully grouted bolts. Comput Geotech, 2001, 28: 325–347

    Article  Google Scholar 

  4. Li L, Chu X S. An improved particle swarm optimization algorithm with harmony strategy for the location of critical slip surface of slopes. China Ocean Eng, 2011, 25: 357–364

    Article  Google Scholar 

  5. Xie M W, Esaki T, Cai M F. A GIS-based method for locating the critical 3D slip surface in a slope. Comput Geotech, 2004, 31: 267–277

    Article  Google Scholar 

  6. Lu F, Chen Z U, Li S M. Research on searching the least safety factor of slopes with genetic algorithm. J China Inst Water Res Hydropower Res, 2003, 1: 236–239

    Google Scholar 

  7. Kulatilake P H S W, Wang L Q, Tang H M, et al. Evaluation of rock slope stability for Yujian River dam site by kinematic and block theory analyses. Comput Geotech, 2011, 38: 846–860

    Article  Google Scholar 

  8. Cao Z X. The Statistic Analysis and Reliability Research of the Stability of Rock Slope. Dissertation of Doctoral Degree. Changchun: Jilin University, 2010. 22–34

    Google Scholar 

  9. Chen J P, Xiao S F, Wang Q. Three Dimensional Network Modelling of Stochastic Fractures. Jilin: Northeast Normal University Press, 1995

    Google Scholar 

  10. Zhu D Y, Qian Q H, Zhou Z S. Technique for computing critical slip field of rock slope and its application to design open pit slope. Chinese J Rock Mech Eng, 1999, 18: 567–572

    Google Scholar 

  11. Chen W Z, Yang J P, Tan X J, et al. Study on mechanical parameters of fractured rock masses. Sci China Tech Sci, 2011, 54: 140–146

    Article  Google Scholar 

  12. Liu Y R, Chang Q, Yang Q, et al. Fracture analysis of rock mass based on 3-D nonlinear Finite Element Method. Sci China Tech Sci, 2011, 54: 556–564

    Article  MATH  Google Scholar 

  13. Chen J P, Shi B F, Wang Q. Study on the dominant orientations of random fractures of fractured 9rock mass. Chinese J Rock Mech Eng, 2005, 24: 241–245

    Google Scholar 

  14. Karzulovic A, Goodman R E. Determination of principal joint frequencies. Int J Rock Mech Min Sci Geomech Abstr, 1985, 22: 471–473

    Article  Google Scholar 

  15. Priest S D, Hudson J A. Estimation of discontinuity spacing and trace length using scanline surveys. Int J Rock Mech Min Sci Geomech Abstr, 1981, 18: 183–197

    Article  Google Scholar 

  16. Kulatilake P H S W, Wu T H. Estimation of mean trace length of discontinuities. Rock Mech Rock Eng, 1984, 17: 215–232

    Article  Google Scholar 

  17. Zhang W, Wang Q, Chen J P, et al. Determination of the optimal threshold and length measurements for RQD calculations. Int J Rock Mech Min Sci, 2012, 51: 1–12

    Article  Google Scholar 

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Correspondence to JianPing Chen.

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Zhang, W., Chen, J., Zhang, W. et al. Determination of critical slip surface of fractured rock slopes based on fracture orientation data. Sci. China Technol. Sci. 56, 1248–1256 (2013). https://doi.org/10.1007/s11431-012-5129-6

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  • DOI: https://doi.org/10.1007/s11431-012-5129-6

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