447
Views
15
CrossRef citations to date
0
Altmetric
Original Articles

Closed-Form Solution for Seismic Earth Pressure on Bilinear Retaining Wall Using Method of Characteristics

& ORCID Icon
Pages 1171-1190 | Received 01 Sep 2018, Accepted 13 Jan 2019, Published online: 06 Feb 2019

References

  • Azad, A., Yasrobi, S. S. and Pak, A. [2008] “Seismic active pressure distribution history behind rigid retaining walls,” Soil Dynamics and Earthquake Engineering 28(5), 365–375. doi:10.1016/j.soildyn.2007.07.003.
  • Bellezza, I. [2014] “A new pseudo-dynamic approach for seismic active soil thrust,” Geotechnical and Geological Engineering 32(2), 561–576. doi:10.1007/s10706-014-9734-y.
  • Chen, J. J., Li, M. G. and Wang, J.-H. [2017] “Active earth pressure against rigid retaining walls subjected to confined cohesionless soil,” International Journal of Geomechanics 17(6), 06016041. doi:10.1061/(ASCE)GM.1943-5622.0000855.
  • Chen, W. F. and Liu, X. L. [1991] Limit Analysis in Soil Mechanics, 1st, Elsevier Ltd., Amsterdam, Netherlands.
  • Choudhury, D., Katdare, A. D. and Pain, A. [2014] “New method to compute seismic active earth pressure on retaining wall considering seismic waves,” Geotechnical and Geological Engineering 32(2), 391–402. doi:10.1007/s10706-013-9721-8.
  • Choudhury, D. and Nimbalkar, S. [2005] “Seismic passive resistance by pseudo-dynamic method,” Géotechnique 55(9), 699–702. doi:10.1680/geot.2005.55.9.699.
  • Choudhury, D. and Nimbalkar, S. S. [2006] “Pseudo-dynamic approach of seismic active earth pressure behind retaining wall,” Geotechnical and Geological Engineering 24(5), 1103–1113. doi:10.1007/s10706-005-1134-x.
  • Chowdhury, I. and Singh, J. P. [2015] “Behavior of gravity type retaining wall under earthquake load with generalized backfill,” Journal of Earthquake Engineering 19(4), 563–591. doi:10.1080/13632469.2014.997900.
  • Coulomb, C. A. [1773] “Sur une application des regles de maximis et minimis a quelques problemes de statique relatifs a l’architecture,” Memoires de Mathematique et de Physique Par Divers Savants.
  • Ghosh, P. [2007] “Seismic passive earth pressure behind non-vertical retaining wall using pseudo-dynamic analysis,” Geotechnical and Geological Engineering 25(6), 693–703. doi:10.1007/s10706-007-9141-8.
  • Ghosh, P. [2008] “Seismic active earth pressure behind non-vertical retaining wall using pseudo-dynamic analysis,” Canadian Geotechnical Journal 45(1), 117–123. doi:10.1139/T07-071.
  • Greco, V. R. [2007] “Analytical earth thrust on walls with bilinear backface,” Proceedings of the Institution of Civil Engineers – Geotechnical Engineering 160(1), 23–29. doi:10.1680/geng.2007.160.1.23.
  • Han, S., Gong, J. and Zhang, Y. [2017] “Seismic rotational displacements of gravity quay walls considering excess pore pressure in backfill soils,” Journal of Earthquake Engineering 21(6), 985–1009. doi:10.1080/13632469.2016.1186128.
  • International Navigation Association (PIANC). [2001] Seismic Design Guidelines for Port Structures, International Navigation Association, Balkema, Tokyo.
  • Iskander, M., Chen, Z., Omidvar, M., Guzman, I. and Elsherif, O. [2013] “Active static and seismic earth pressure for c-ϕ soils,” Soils and Foundations 53(5), 639–652. doi:10.1016/j.sandf.2013.08.003.
  • Kavinkumar, C. and Ghosh, S. [2016] “Non-linear failure surface analysis of seismic active earth pressure on retaining wall considering Rayleigh waves,” International Journal of Geotechnical Engineering 10(5), 476–486. doi:10.1080/19386362.2016.1170318.
  • Keshavarz, A. and Pooresmaeil, Z. [2016] “Static and seismic active lateral earth pressure coefficients for c-ϕ soils,” Geomechanics and Engineering 10(5), 657–676. doi:10.12989/gae.2016.10.5.657.
  • Kolathayar, S. and Ghosh, P. [2009] “Seismic active earth pressure on walls with bilinear backface using pseudo-dynamic approach,” Computers and Geotechnics 36(7), 1229–1236. doi:10.1016/j.compgeo.2009.05.015.
  • Kolathayar, S. and Ghosh, P. [2011] “Seismic passive earth pressure on walls with bilinear backface using pseudo-dynamic approach,” Geotechnical and Geological Engineering 29(3), 307–317. doi:10.1007/s10706-010-9377-6.
  • Kumar, J. [2001] “Seismic passive earth pressure coefficients for sands,” Canadian Geotechnical Journal 38(4), 876–881. doi:10.1139/t01-004.
  • Kumar, J. and Chitikela, S. [2002] “Seismic passive earth pressure coefficients using the method of characteristics,” Canadian Geotechnical Journal 39(2), 463–471. doi:10.1139/t01-103.
  • Lee, I. K. and Herington, J. R. [1972] “A theoretical study of the pressures acting on a rigid wall by a sloping earth or rock fill,” Géotechnique 22(1), 1–26. doi:10.1680/geot.1972.22.1.1.
  • Li, X., Wu, Y. and He, S. [2010] “Seismic stability analysis of gravity retaining walls,” Soil Dynamics and Earthquake Engineering 30(10), 875–878. doi:10.1016/j.soildyn.2010.04.005.
  • Mononobe, N. and Matsuo, H. [1929] “On the determination of earth pressure during earthquake,” Proceedings of the World Engineering Conference, Tokyo, Japan, pp. 177–185.
  • Morrison Jr. E. E. and Ebeling, R. M. [1995] “Limit equilibrium computation of dynamic passive earth pressure,” Canadian Geotechnical Journal 32(3), 481–487. doi:10.1139/t95-050.
  • Mylonakis, G., Kloukinas, P. and Papantonopoulos, C. [2007] “An alternative to the Mononobe–Okabe equations for seismic earth pressures,” Soil Dynamics and Earthquake Engineering 27(10), 957–969. doi:10.1016/j.soildyn.2007.01.004.
  • Newmark, N. [1965] “Effects of earthquakes on dams and embankments,” Geotechnique 15(2), 139–160. doi:10.1680/geot.1965.15.2.139.
  • Okabe, S. [1924] “General theory on earth pressure and seismic stability of retaining wall and dam,” Journal of Japan Society of Civil Engineers 10(6), 1277–1323.
  • Pain, A., Choudhury, D. and Bhattacharyya, S. K. [2017] “Seismic passive earth resistance using modified pseudo-dynamic method,” Earthquake Engineering and Engineering Vibration 16(2), 263–274. doi:10.1007/s11803-017-0381-1.
  • Peng, M. X. and Chen, J. [2013] “Slip-line solution to active earth pressure on retaining walls,” Géotechnique 63(12), 1008–1019. doi:10.1680/geot.11.P.135.
  • Perez-Rivera, E. and Montejo, A. A. [2017] “Numerical evaluation of seismic soil pressures on rigid walls fixed to the bedrock,” Journal of Earthquake Engineering 21(1), 105–122. doi:10.1080/13632469.2016.1142486.
  • Rahaman, O. and Raychowdhury, P. [2017] “Seismic active earth pressure on bilinear retaining walls using a modified pseudo-dynamic method,” International Journal of Geo-Engineering 8(1), 6. doi:10.1186/s40703-017-0040-4.
  • Rankine, W. J. M. [1857] “On the stability of loose earth,” Philosophical Transactions of the Royal Society of London 147(1), 9–27. doi:10.1098/rstl.1857.0003.
  • Sadrekarimi, A. [2010] “Pseudo-static lateral earth pressures on broken-back retaining walls,” Canadian Geotechnical Journal 47(11), 1247–1258. doi:10.1139/T10-025.
  • Sadrekarimi, A. [2017] “Seismic distress of broken-back gravity retaining walls,” Journal of Geotechnical and Geoenvironmental Engineering 143(4), 04016118. doi:10.1061/(ASCE)GT.1943-5606.0001612.
  • Santhoshkumar, G. and Ghosh, P. [2018] “Seismic passive earth pressure on an inclined cantilever retaining wall using method of stress characteristics – a new approach,” Soil Dynamics and Earthquake Engineering 107(1), 77–82. doi:10.1016/j.soildyn.2018.01.021.
  • Sokolovski, V. V. [1960] Statics of Soil Media, 2nd ed., Butterworths Scientific Publications, London.
  • Soubra, A. H. [2000] “Static and seismic passive earth pressure coefficients on rigid retaining structures,” Canadian Geotechnical Journal 37(2), 463–478. doi:10.1139/t99-117.
  • Steedman, R. S. and Zeng, X. [1990] “The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall,” Géotechnique 40(1), 103–112. doi:10.1680/geot.1990.40.1.103.
  • Zeng, X. and Steedman, R. S. [1993] “On the behaviour of quay walls in earthquakes,” Géotechnique 43(3), 417–431. doi:10.1680/geot.1993.43.3.417.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.