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Integrated analysis of a coupled mechanism for the failure processes of pile-reinforced slopes

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Abstract

A series of centrifuge model tests was conducted to investigate the failure mechanism of pile-reinforced slopes under self-weight loading and vertical loading conditions. An integrated analysis method was proposed based on the image-based measurement results of the displacement of the slope in the tests. The failure process of a pile-reinforced slope was quantified based on the measured deformation process over the entire slope, which was shown to depend primarily on the loading conditions. The deformation localisation was discovered in the slope during loading and was effectively described using a newly introduced index, the Diversity Factor of Displacement (DFD). The deformation localisation of the slope developed and caused the progressive formation of the slip surface. At the same time, a local failure at a point on the slip surface resulted in new deformation localisation, and the influence expanded with the centre of the failure point and waned with increasing distance from the failure point. The deformation localisation process and the deformation-failure process of the piles interacted as both cause and effect and developed alternately. The failure mechanism of the pile-reinforced slopes was used to explain the effects of several influencing factors on the bearing capacity of the reinforced slope, such as the pile spacing, pile location, and gradient of the slope.

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References

  1. Anbarasu K, Sengupta A, Gupta S (2010) Mechanism of activation of the Lanta Khola landslide in Sikkim Himalayas. Landslides 7(2):135–147

    Article  Google Scholar 

  2. Ashford SA, Juirnarongrit T, Sugano T, Hamada M (2006) Soil-pile response to blast-induced lateral spreading. I: field test. J Geotech Geoenviron Eng 132(2):152–162

    Article  Google Scholar 

  3. Ausilio E, Conte E, Dente G (2001) Stability analysis of slopes reinforced with piles. Comput Geotech 28(8):591–611

    Article  Google Scholar 

  4. Cai F, Ugai K (2000) Numerical analysis of the stability of a slope reinforced with piles. Soils Found 40(1):73–84

    Article  Google Scholar 

  5. Cramér H (1946) Mathematical methods of statistics. Princeton University Press, Princeton

    MATH  Google Scholar 

  6. El Sawwaf MA (2005) Strip footing behavior on pile and sheet pile-stabilized sand slope. J Geotech Geoenviron Eng 131(6):705–715

    Article  Google Scholar 

  7. Ellis EA, Durrani IK, Reddish DJ (2010) Numerical modelling of discrete pile rows for slope stability and generic guidance for design. Geotechnique 60(3):185–195

    Article  Google Scholar 

  8. Hu Y, Zhang G, Zhang JM, Lee CF (2010) Centrifuge modeling of geotextile-reinforced cohesive slopes. Geotext Geomembr 28(1):12–22

    Article  Google Scholar 

  9. Ito T, Matsui T, Hong PW (1981) Design method for stabilizing piles against landslide one row of piles. Soils Found 21(1):21–37

    Article  Google Scholar 

  10. Jiang Y, Han J, Zheng G (2014) Numerical analysis of a pile-slab-supported railway embankment. Acta Geotechnica 9(3):499–511

    Article  Google Scholar 

  11. Kanagasabai S, Smethurst JA, Powrie W (2011) Three-dimensional numerical modelling of discrete piles used to stabilize landslides. Can Geotech J 48(9):1393–1411

    Article  Google Scholar 

  12. Kang GC, Song YS, Kim TH (2009) Behavior and stability of a large-scale cut slope considering reinforcement stages. Landslides 6(3):263–272

    Article  Google Scholar 

  13. Li M, Zhang G, Zhang JM, Lee CF (2011) Centrifuge model tests on a cohesive soil slope under excavation conditions. Soils Found 51(5):801–812

    Article  Google Scholar 

  14. Li XP, Pei XJ, Gutierrez M, He SM (2012) Optimal location of piles in slope stabilization by limit analysis. Acta Geotechnica 7:253–259

    Article  Google Scholar 

  15. Poulos HG (1995) Design of reinforcing piles to increase slope stability. Can Geotech J 32(5):808–818

    Article  Google Scholar 

  16. Raj M, Sengupta A (2014) Rain-triggered slope failure of the railway embankment at Malda, India. Acta Geotechnica 9(5):789–798

    Article  Google Scholar 

  17. Rao SVK, Nasr Ahmed MA (2010) Experimental and theoretical studies of vertical piles reinforced sand slopes loaded with strip footing. Geotech Test J 33(5):385–396

    Google Scholar 

  18. Rogers CDF, Glendinning S (1997) Improvement of clay soils in situ using lime piles in the UK. Eng Geol 47(3):243–257

    Article  Google Scholar 

  19. Song YS, Hong WP, Woo KS (2012) Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall. Eng Geol 129–130:56–67

    Article  Google Scholar 

  20. Take WA, Bolton MD (2001) The use of centrifuge modelling to investigate progressive failure of overconsolidated clay embankments. Workshop on constitutive and centrifuge modelling: two extremes, Monte Verita, Switzerland

  21. Thusyanthan NI, Madabhushi SPG, Singh S (2007) Tension in geomembranes on landfill slopes under static and earthquake loading- centrifuge study. Geotext Geomembr 25(2):78–95

    Article  Google Scholar 

  22. Viswanadham BVS, Rajesh S (2009) Centrifuge model tests on clay based engineered barriers subjected to differential settlements. Appl Clay Sci 42(3–4):460–472

    Article  Google Scholar 

  23. Wang LP, Zhang G (2014) Progressive failure behavior of pile-reinforced clay slopes under surface load conditions. Environ Earth Sci 71(12):5007–5016

    Article  Google Scholar 

  24. Wang LP, Zhang G, Zhang JM (2011) Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake. Geotext Geomembr 29(3):222–232

    Article  Google Scholar 

  25. Wei WB, Cheng YM (2009) Strength reduction analysis for slope reinforced with one row of piles. Comput Geotech 36(7):1176–1185

    Article  Google Scholar 

  26. Zhang G, Wang LP (2010) Stability analysis of strain-softening slope reinforced with stabilizing piles. J Geotech Geoenviron Eng ASCE 136(11):1578–1582

    Article  Google Scholar 

  27. Zhang G, Hu Y, Zhang JM (2009) New image-analysis-based displacement–measurement system for centrifuge modeling tests. Measurement 42(1):87–96

    Article  Google Scholar 

  28. Zhang G, Cao J, Wang LP (2013) Centrifuge model tests of deformation and failure of nailing-reinforced slopes under vertical surface loading condition. Soils Found 53(1):117–129

    Article  MathSciNet  Google Scholar 

  29. Zornberg JG, Arriaga F (2003) Strain distribution within geosynthetic-reinforced slopes. J Geotech Geoenviron Eng 129(1):32–45

    Article  Google Scholar 

Download references

Acknowledgments

The study is supported by the National Natural Science Foundation of China (No. 51479096), the State Key Laboratory of Hydroscience and Engineering (No. 2014-KY-1), and National Program for Support of Top-notch Young Professionals.

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Authors and Affiliations

  1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, People’s Republic of China

    Ga Zhang & Liping Wang

  2. Institute of Geotechnical Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing, 100084, People’s Republic of China

    Ga Zhang

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  1. Ga Zhang
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  2. Liping Wang
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Correspondence to Ga Zhang.

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Zhang, G., Wang, L. Integrated analysis of a coupled mechanism for the failure processes of pile-reinforced slopes. Acta Geotech. 11, 941–952 (2016). https://doi.org/10.1007/s11440-015-0410-z

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  • DOI: https://doi.org/10.1007/s11440-015-0410-z

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