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Title of Journal: Geotech Geol Eng

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Abbravation: Geotechnical and Geological Engineering

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Springer Netherlands

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DOI

10.1007/s11172-006-0196-0

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1573-1529

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Seismic Passive Earth Pressure on Walls with Bilin

Authors: Sreevalsa Kolathayar Priyanka Ghosh
Publish Date: 2010/11/09
Volume: 29, Issue: 3, Pages: 307-317
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Abstract

By using pseudodynamic approach a method has been proposed in this paper to compute the seismic passive earth pressure behind a rigid cantilever retaining wall with bilinear backface The wall has sudden change in inclination along its depth and a planar failure surface has been considered behind the retaining wall The effects of a wide range of parameters like soil friction angle wall inclination wall friction angle amplification of vibration variation of shear modulus and horizontal and vertical seismic accelerations on the passive earth pressure have been explored in the present study For the sake of illustration the computations have been exclusively carried out for constant wall friction through out the depth Unlike the MononobeOkabe method which incorporates pseudostatic analysis the present analysis predicts a nonlinear variation of passive earth pressure along the wall


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Other Papers In This Journal:

  1. Reduction of Expansive Index, Swelling and Compression Behavior of Kaolinite and Bentonite Clay with Sand and Class C Fly Ash
  2. Effect of interface characteristics on the influence coefficients of an embedded circular footing under horizontal and moment loading
  3. Sensitivity Analysis of Coal Rib Stability for Internal Mine Dump in Opencast Mine by Finite Element Modelling
  4. Predicting Hysteresis of the Water Retention Curve from Basic Properties of Granular Soils
  5. Buckling of Piles under Liquefied Soil Conditions
  6. Desiccation Induced Shrinkage of Compacted Lateritic Soil Treated with Blast Furnace Slag
  7. Materials properties of barricade bricks for mining applications
  8. Geotechnical Characterization of Compost Based Biocover Materials
  9. Time-Dependent Behaviour and Static Liquefaction Phenomenon of Sand
  10. A Modeling Approach for the Study of Contamination in a Fractured Aquifer
  11. Investigating the Effects of Local Contact Loss on the Earth Pressure Distribution on Rigid Pipes
  12. Acknowledgement of Reviewers
  13. Nonlinear analysis of multilayer extensible geosynthetic-reinforced granular bed on soft soil
  14. Horizontal Pullout Resistance for a Group of Two Vertical Plate Anchors in Clays
  15. Numerical Study of a Failure of a Reinforced Earth Retaining Wall
  16. Uplift Capacity of Horizontal Strip Anchors in Cohesionless Soil
  17. Discussion on Principle of Super Position of Rate of Settlement in 2D and 3D Consolidations, Geotech Geol Eng. Doi 10.1007/s10706-015-9903-7 by Anjeshnu Trivedi and Ashutosh Trivedi
  18. Relationship Between Plastic Limit Values and Fine Fractions of Soils
  19. Development of a New Index to Assess the Rock Mass Drillability
  20. Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation
  21. Extended Finite Layer Method for Semi-space Ground Analysis
  22. Foundation Stability of a Levee
  23. Effect of Arching on Uplift Capacity of Single Piles
  24. Effect of Arching on Uplift Capacity of Single Piles
  25. Undrained Shear Characteristics of Tropical Peat Reinforced with Cement Stabilized Soil Column
  26. Reliability Analysis of Quick Sand Condition
  27. Acknowledgement of Reviewers

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