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Earthquake Engineering and Engineering Vibration

, Volume 17, Issue 4, pp 747–759 | Cite as

Predicting seismic permanent displacement of soil walls under surcharge based on limit analysis approach

  • Mohammad Mahdi Aminpour
  • Mohammad Maleki
  • Ali Ghanbari
Article
  • 37 Downloads

Abstract

Seismic permanent displacement of the soil walls plays an important role in design of these structures. Due to the increase in growth of urban areas and the limitations in use of flat grounds, many structures are built near slopes and retaining walls. During earthquakes, these structures can apply an additional surcharge on the wall. The intensity and location of the surcharge is of considerable importance on the seismic displacements of the soil wall. In this study, by using the limit analysis and upper bound theorem, seismic permanent displacement of the soil wall under surcharge has been analyzed. Thus, a formulation is presented for calculating the yield acceleration and seismic displacement for different surcharge conditions. The effect of seismic acceleration, surcharge intensity, its location and soil properties is investigated. A parameter called the “displacement coefficient” is proposed, and is a potential modification for Newmark’s sliding-block method.

Keywords

limit analysis surcharge soil wall seismic displacement yield acceleration 

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References

  1. Aminpoor MM and Ghanbari A (2014), “Design Charts for Yield Acceleration and Seismic Displacement of Retaining Walls with Surcharge through Limit Analysis,” Structural Engineering and Mechanics, 52(6): 1225–1256.CrossRefGoogle Scholar
  2. Aminpour MM, Maleki M and Ghanbari A (2017), “Investigation of the Effect of Surcharge on Behavior of Soil Slopes,” Geomechanics and Engineering, 13(4): 653–669.Google Scholar
  3. Ausilio E, Conte E and Dente G (2000), “Seismic Stability Analysis of Reinforced Slopes,” Soil Dynamics and Earthquake Engineering, 19(3): 159–172.CrossRefGoogle Scholar
  4. Aviram A, Mackie KR and Stojadinovic B (2008), “Effect of Abutment Modeling on the Seismic Response of Bridge Structures,” Earthquake Engineering and Engineering Vibration, 7: 395–402.CrossRefGoogle Scholar
  5. Baziar MH, Rezaeipour H and Jafarian Y (2012), “Decoupled Solution for Seismic Permanent Displacement of Earth Slopes Using Deformation-Dependent Yield Acceleration,” Journal of Earthquake Engineering, 16(7): 917–936.CrossRefGoogle Scholar
  6. Cai Z and Bathurst RJ (1995), “Seismic Response Analysis of Geosynthetic Reinforced Soil Segmental Retaining Walls by Finite Element Method,” Computers and Geotechnics, 17(4): 523–546.CrossRefGoogle Scholar
  7. Davis EH (1968), “Theories of Plasticity and Failure of Soil Masses,” I. K. Lee, editors, In Soil mechanics: selected topics, 341–354. New York, NY, USA: Elsevier.Google Scholar
  8. El-Emam MM and Bathurst RJ (2005), “Facing Contribution to Seismic Response of Reduced-Scale Reinforced Soil Walls,” Geosynthetics International, 12(3): 215–238.CrossRefGoogle Scholar
  9. Fei Z, Yufeng G, Yongxin W, Ning Z and Yue Q (2016), “Effects of Vertical Seismic Acceleration on 3D Slope Stability,” Earthquake Engineering and Engineering Vibration, 15: 487–494.CrossRefGoogle Scholar
  10. Ghanbari A, Khalilpasha A, Sabermahani M and Heydari B (2013), “An Analytical Technique for Estimation of Seismic Displacements in Reinforced Slopes Based on Horizontal Slices Method (HSM),” Geomechanics and Engineering, 5(2): 143–164.CrossRefGoogle Scholar
  11. Huang CC and Wang WC (2005), “Seismic Displacement of a Geosynthetic-Reinforced Wall in the 1995 Hyogo-Ken Nambu Earthquake,” Soils and Foundations, 45(5): 1–10.CrossRefGoogle Scholar
  12. Huang CC and Wu SH (2006), “Simplified Approach for Assessing Seismic Displacements of Soil-Retaining Walls. Part I: Geosynthetic Reinforced Modular Block Walls,” Geosynthetics International, 13(6): 219–233.CrossRefGoogle Scholar
  13. Huang CC and Wu SH (2007), “Simplified Approach for Assessing Seismic Displacements of Soil-Retaining Walls. Part II: Geosynthetic-Reinforced Walls with Rigid Panel Facing,” Geosynthetics International, 14(5): 264–276.CrossRefGoogle Scholar
  14. Huang CC and Wu HJ (2009), “Seismic Displacement Analyses for a Reinforced Soil Wall Considering Progressive Development of Reinforcement Force,” Geosynthetics International, 16(3): 222–234.CrossRefGoogle Scholar
  15. Laba JT and Kennedy JB (1973), “Reinforced Earth Retaining Wall Analysis and Design,” Canadian Geotechnical journal, 23(3): 317–326.CrossRefGoogle Scholar
  16. Liang T, Shengyi C, Xianzhang L and Nengpan J (2017), “The Boundary Conditions for Simulations of a Shake-Table Experiment on the Seismic Response of 3D Slope,” Earthquake Engineering and Engineering Vibration, 16: 23–32.CrossRefGoogle Scholar
  17. Ling HI, Leshchinsky D and Perry EB (1997), “Seismic Design and Performance of Geosynthetic-Reinforced Soil Structures,” Geotechnique, 47(5): 933–52.CrossRefGoogle Scholar
  18. Liu H, Wang X and Song E (2011), “Reinforcement Load and Deformation Mode of Geosynthetic-Reinforced Soil Walls Subject to Seismic Loading During Service Life,” Geotextiles and Geomembranes, 29: 1–16.CrossRefGoogle Scholar
  19. Michalowski RL (1998), “Limit Analysis in Stability Calculations of Reinforced Soil Structures,” Geotextiles and Geomembranes, 16: 311–331.CrossRefGoogle Scholar
  20. Michalowski RL (2007), “Displacement of Multiblock Geotechnical Structures Subjected to Seismic Excitation,” Journal of Geotechnical and Geoenvironmental Engineering ASCE, 133(11): 1432–1439.CrossRefGoogle Scholar
  21. Mojallal M and Ghanbari A (2012), “Prediction of Seismic Displacements in Gravity Retaining Walls Based on Limit Analysis Approach,” Structural Engineering and Mechanics, 42(2): 247–267.CrossRefGoogle Scholar
  22. Mojallal M, Ghanbari A and Askari F (2012), “A New Analytical Method for Calculating Seismic Displacements in Reinforced Retaining Walls,” Geosynthetics International, 19(3): 212–231.CrossRefGoogle Scholar
  23. Pain A, Choudhury D and Bhattacharyya SK (2017), “Seismic Rotational Stability of Gravity Retaining Walls by Modified Pseudo-Dynamic Method,” Soil Dynamics and Earthquake Engineering, 94: 244–253.CrossRefGoogle Scholar
  24. Ren F, Zhang F, Xu C and Wang G (2016), “Seismic Evaluation of Reinforced-Soil Segmental Retaining Walls,” Geotextiles and Geomembranes, 44: 604–614.CrossRefGoogle Scholar
  25. Sarangi P and Ghosh P (2016), “Seismic Analysis of Nailed Vertical Excavation Using Pseudo-Dynamic Approach,” Earthquake Engineering and Engineering Vibration, 15: 621–631.CrossRefGoogle Scholar
  26. Sloan SW (2013), “Geotechnical Stability Analysis,” Ge´otechnique, 63(7): 531–572.CrossRefGoogle Scholar
  27. Srilatha N, Madhavi Latha G and Puttappa CG (2013), “Effect of Frequency on Seismic Response of Reinforced Soil Slopes in Shaking Table Tests,” Geotextiles and Geomembranes, 36: 27–32.CrossRefGoogle Scholar
  28. Tang L, Cong S, Ling X and Ju N (2017), “The Boundary Conditions for Simulations of a Shake-Table Experiment on the Seismic Response of 3D Slope,” Earthquake Engineering and Engineering Vibration, 16(1): 23–32.CrossRefGoogle Scholar
  29. Tatsuoka F, Tateyama M, Mohri Y and Matsushima K (2007), “Remedial Treatment of Soil Structures Using Geosynthetic-Reinforcing Technology,” Geotextiles and Geomembranes, 25: 204–220.CrossRefGoogle Scholar
  30. Whitman R and Liao S (1985), Seismic Design of Gravity Retaining Walls, Miscellaneous Paper GL-85–1, Department of the Army, US Army Corps of Engineers, Washington, DC, USA.Google Scholar
  31. Zhang F, Gao Y, Wu Y, Zhang N and Qiu Y (2016), “Effects of Vertical Seismic Acceleration on 3D Slope Stability,” Earthquake Engineering and Engineering Vibration, 15(3): 487–494.CrossRefGoogle Scholar

Copyright information

© Institute of Engineering Mechanics, China Earthquake Administration and Springer-Verlag GmbH Germany, part of Springer Nature 2018

Authors and Affiliations

  • Mohammad Mahdi Aminpour
    • 1
  • Mohammad Maleki
    • 1
  • Ali Ghanbari
    • 2
  1. 1.Faculty of EngineeringBu-Ali Sina UniversityHamedan, I.R.Iran
  2. 2.Faculty of EngineeringKharazmi UniversityTehran, I.R.Iran

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