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Surficial stability analysis of soil slope under seepage based on a novel failure mode

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Abstract

Normally, the edge effects of surficial landslides are not considered in the infinite slope method for surficial stability analysis of soil slopes. In this study, the limit stress state and discrimination equation of an infinite slope under saturated seepage flow were analyzed based on the Mohr-Coulomb strength criterion. Therefore, a novel failure mode involving three sliding zones (upper tension zone, middle shear sliding zone, and lower compression zone) was proposed. Accordingly, based on the limit equilibrium analysis, a semi-analytical framework considering the edge effect for the surficial stability of a soil slope under downslope seepage was established. Subsequently, the new failure mode was verified via a numerical finite element analysis based on the reduced strength theory with ABAQUS and some simplified methods using SLIDE software. The results obtained by the new failure mode agree well with those obtained by the numerical analysis and traditional simplified methods, and can be efficiently used to assess the surficial stability of soil slopes under rainwater seepage. Finally, an evaluation of the infinite slope method was performed using the semi-analytical method proposed in this study. The results show that the infinite slope tends to be conservative because the edge effect is neglected, particularly when the ratio of surficial slope length to depth is relatively small.

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References

  1. Wang X, Ma C, Wang Y, Wang Y, Li M, Dai Z, Li M. Effect of root architecture on rainfall threshold for slope stability: Variabilities in saturated hydraulic conductivity and strength of root-soil composite. Landslides, 2020, 17(8): 1965–1977

    Article  Google Scholar 

  2. Lee L M, Gofar N, Rahardjo H. A simple model for preliminary evaluation of rainfall-induced slope instability. Engineering Geology, 2009, 108(3–4): 272–285

    Article  Google Scholar 

  3. Si A, Zhang J, Zhang Y, Kazuva E, Dong Z, Bao Y, Rong G. Debris flow susceptibility assessment using the integrated random forest based steady-state infinite slope method: A case study in Changbai mountain, China. Water (Basel), 2020, 12(7): 2057

    Google Scholar 

  4. Urciuoli G, Pirone M, Picarelli L. Considerations on the mechanics of failure of the infinite slope. Computers and Geotechnics, 2019, 107(3): 68–79

    Article  Google Scholar 

  5. Travis Q B, Houston S L, Marinho F A M, Schmeeckle M. Unsaturated infinite slope stability considering surface flux conditions. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(7): 963–974

    Article  Google Scholar 

  6. Simoni S, Zanotti F, Bertoldi G, Rigon G. Modelling the probability of occurrence of shallow landslides and channelized debris flows using GEOtop-FS. Hydrological Processes, 2008, 22(4): 532–545

    Article  Google Scholar 

  7. Feng S, Liu H W, Ng C W. Dimensional analysis of pore-water pressure response in a vegetated infinite slope. Canadian Geotechnical Journal, 2019, 56(8): 1119–1133

    Article  Google Scholar 

  8. Day R W. Design and repair for surficial slope failures. Practice Periodical on Structural Design and Construction, 1996, 1(3): 83–87

    Article  Google Scholar 

  9. Montgomery D R, Dietrich W E. A physically based model for the topographic control on shallow landsliding. Water Resources Research, 1994, 30(4): 1153–1171

    Article  Google Scholar 

  10. Haneberg W C. A rational probabilistic method for spatially distributed landslide hazard assessment. Environmental & Engineering Geoscience, 2004, 10(1): 27–43

    Article  Google Scholar 

  11. Warburton J, Milledge D G, Johnson R. Assessment of shallow landslide activity following the January 2005 storm. In: Cumberland Geological Society proceedings. Northern Cumbria: Cumberland Geological Society, 2008, 7: 263–283

    Google Scholar 

  12. Griffiths D V, Huang J, Dewolfe G F. Numerical and analytical observations on long and infinite slopes. International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(5): 569–585

    Article  Google Scholar 

  13. Milledge D G, Griffiths D V, Lane S N, Warburton J. Limits on the validity of infinite length assumptions for modeling shallow landslides. Earth Surface Processes and Landforms, 2012, 37(11): 1158–1166

    Article  Google Scholar 

  14. Zhuang X, Zhou S, Sheng M, Li G. On the hydraulic fracturing in naturally-layered porous media using the phase field method. Engineering Geology, 2020, 266: 105306

    Article  Google Scholar 

  15. Zhou S, Zhuang X, Rabczuk T. Phase-field modeling of fluid-driven dynamic cracking in porous media. Computer Methods in Applied Mechanics and Engineering, 2019, 350: 169–198

    Article  MathSciNet  Google Scholar 

  16. Zhou S, Zhuang X, Rabczuk T. Phase field modeling of brittle compressive-shear fractures in rock-like materials: A new driving force and a hybrid formulation. Computer Methods in Applied Mechanics and Engineering, 2019, 355: 729–752

    Article  MathSciNet  Google Scholar 

  17. Zhou S, Rabczuk T, Zhuang X. Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies. Advances in Engineering Software, 2018, 122: 31–49

    Article  Google Scholar 

  18. Zhou S, Zhuang X, Rabczuk T. A phase-field modeling approach of fracture propagation in poroelastic media. Engineering Geology, 2018, 240: 189–203

    Article  Google Scholar 

  19. Zhou S, Zhuang X, Zhu H, Rabczuk T. Phase field modelling of crack propagation, branching and coalescence in rocks. Theoretical and Applied Fracture Mechanics, 2018, 96: 174–192

    Article  Google Scholar 

  20. Wiberg N E, Koponen M, Runesson K. Finite element analysis of progressive failure in long slopes. International Journal for Numerical and Analytical Methods in Geomechanics, 1990, 14(9): 599–612

    Article  Google Scholar 

  21. Taylor D W. Fundamentals of Soil Mechanics. New York: Wiley, 1948

    Book  Google Scholar 

  22. Day R W, Axten G W. Surficial stability of compacted clay slopes. Journal of Geotechnical Engineering, 1989, 115(4): 577–580

    Article  Google Scholar 

  23. Pradel D, Raad G. Effect of permeability on surficial stability of homogeneous slopes. Journal of Geotechnical Engineering, 1993, 119(2): 315–332

    Article  Google Scholar 

  24. Rosso R, Rulli M C, Vannucchi G. A physically based model for the hydrologic control on shallow landsliding. Water Resources Research, 2006, 42(6): 770–775

    Article  Google Scholar 

  25. Lade P V. The mechanics of surficial failure in soil slopes. Engineering Geology, 2010, 114(1–2): 57–64

    Article  Google Scholar 

  26. Wang L Z, Guo D J. Secondary stress analysis of slope tunnel. Mechanical Engineering, 2000, 22(4): 25–28 (in Chinese)

    Google Scholar 

  27. Li W H, Peng L M, Lei M F, An Y L. Secondary and primary stress distribution of terrain bias tunnel. Journal of Railway Science and Engineering, 2012, 9(4): 63–69 (in Chinese)

    Google Scholar 

  28. Gao X, Wang H N. Analytical solution of ground response induced by excavation of shallow-embedded bias tunnel under slope. Water Resources and Hydropower Engineering, 2019, 50(1): 1–9 (in Chinese)

    Google Scholar 

  29. Zhao L, Cheng X, Li L, Chen J, Zhang Y. Seismic displacement along a log-spiral failure surface with crack using rock Hoek-Brown failure criterion. Soil Dynamics and Earthquake Engineering, 2017, 99: 74–85

    Article  Google Scholar 

  30. Fredlund D G, Rahardjo H. Soil Mechanics for Unsaturated Soils. New York: John Wiley & Sons Inc., 1993

    Book  Google Scholar 

  31. Zheng Y, Zhao S, Li A, Tang X. FEM Limit Analysis and Its Application in Slope Engineering. Bejing: China Communication Press, 2011 (in Chinese)

    Google Scholar 

  32. Fellenius W. Calculation of the stability of earth dams. In: Transactions of the 2nd Congress on Large Dams. Washington D.C.: International Commission on Large Dams (ICOLD) Paris, 1936, 445–463

    Google Scholar 

  33. Ji J, Zhang W, Zhang F, Gao Y, Lu Q. Reliability analysis on permanent displacement of earth slopes using the simplified Bishop method. Computers and Geotechnics, 2020, 117(1): 103286

    Article  Google Scholar 

  34. Janbu N. Stability Analysis of Slopes with Dimensionless Parameters. Cambridge: Harvard University, 1959

    Google Scholar 

Download references

Acknowledgements

This research was supported by the Sichuan Science and Technology Program (No. 2019YJ0323) and the National Natural Science Foundation of China (Grant No. 42007247).

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Authors and Affiliations

  1. School of Emergency Science, Xihua University, Chengdu, 610039, China

    Jifeng Lian

  2. Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province, Southwest University of Science and Technology, Mianyang, 621010, China

    Jifeng Lian & Jiujiang Wu

  3. College of Civil Engineering and Architecture, Wenzhou University, Wenzhou, 325035, China

    Jiujiang Wu

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  1. Jifeng Lian
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Correspondence to Jiujiang Wu.

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Lian, J., Wu, J. Surficial stability analysis of soil slope under seepage based on a novel failure mode. Front. Struct. Civ. Eng. 15, 712–726 (2021). https://doi.org/10.1007/s11709-021-0729-5

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