Geotechnical and Geological Engineering

, Volume 28, Issue 6, pp 929–930 | Cite as

Discussion of the Technical Note “Seismic Passive Earth Thrust on Retaining Walls with Cohesive Backfills using Pseudo-Dynamic Approach” by A.H. Shafiee, A. Eskandarinejad, M. Jahanandish: Geotechnical and Geological Engineering, DOI 10.1007/s10706-010-9327-3

Comments/Discussions and Replies
  • 110 Downloads

Keywords

Earth Pressure Failure Plane Limit Equilibrium Method Cohesionless Soil Failure Wedge 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

  1. Choudhury D, Nimbalkar S (2005) Seimic passive resistance by pseudo-dynamic method. Geotechnique 55(9):699–702CrossRefGoogle Scholar
  2. Das BM, Ramana GV (2010) Principles of soil dynamics, 2nd edn. Cengage Larning, StamfordGoogle Scholar
  3. Davies TG, Richards R Jr, Chen KH (1986) Passive pressure during seimic loading. J Geotech Eng ASCE 112(4):479–483CrossRefGoogle Scholar
  4. Ghosh P (2007) Seismic passive earth pressure behind non-vertical retaining wall using pseudo-dynamic analysis. Geotech Geol Eng 25(6):693–703CrossRefGoogle Scholar
  5. Kapila JP (1962) Earthquake resistant design of retaining walls. Proceedings of the 2nd Earthquake Symposium, University of Roorkee, India 97–108Google Scholar
  6. Lambe TW, Whitman RV (1979) Soil mechanics, SI version. Wiley and Sons, New YorkGoogle Scholar
  7. Mononobe N (1929) On the determination of earth pressures during earthquakes. Proceedings of the World Engineering Congress, Tokyo, Japan 9:176Google Scholar
  8. Okabe S (1926) General theory on earth pressure. J Jpn Society Civil Eng 12(1):311Google Scholar
  9. Richards R Jr, Elms DG (1979) Seismic behaviour of gravity retaining walls. J Geotech Eng ASCE 105(GT4):449–464Google Scholar
  10. Shukla SK, Gupta SK, Sivakugan N (2009) Active earth pressure on retaining all for c-ϕ soil backfill under seismic loading condition. J Geotech Geoenviron Eng ASCE 135(5):690–696CrossRefGoogle Scholar
  11. Steedman RS, Zeng X (1990) The influence of phase on the calculation of pseudo-static earth pressure on retaining wall. Geotechnique 40(1):103–112CrossRefGoogle Scholar
  12. Subba Rao KS, Choudhury D (2005) Seismic passive earth pressures in soils. J Geotech Geoenviron Eng ASCE 131(1):131–135CrossRefGoogle Scholar
  13. Terzaghi K, Peck RB, Mesri G (1996) Soil mechanics in engineering practice, 3rd edn. Wiley & Sons, New YorkGoogle Scholar
  14. Zahid M, Shukla SK, Habibi D (2010). Passive earth pressure on retaining wall from c-ϕ soil backfill under seismic loading condition. J Geotech Geoenviron Eng ASCE, USA (Communicated)Google Scholar
  15. Zeng X, Steedman RS (1993) On the behaviour of quay walls in earthquakes. Geotechnique 43(3):417–431CrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media B.V. 2010

Authors and Affiliations

  1. 1.Discipline of Civil Engineering, School of EngineeringEdith Cowan UniversityJoondalupAustralia

Personalised recommendations