Analytical solution for active earth pressure of c–φ soil considering arching effect

References

• Bathurst, R.J., et al., 2000. Full scale testing of geosynthetic reinforced walls. ASCE Special Publication No. 103, Proceedings of Geo-Denver,  6–12 August 2000, Denver, CO, 201–217.
   Google Scholar
• Coulomb, C.A., 1776. Essai sur une application des règles des maximis et minimis à quelques problèmes de statique relatifs à l’architecture. Mèm Academic Roy Près, Divers Savants 7. Divers Savants, 343–382.
   Google Scholar
• Fang, Y. and Ishibashi, I., 1986. Static earth pressures with various wall movements. Journal of Geotechnical Engineering, 112 (3), 317–333. doi:10.1061/(ASCE)0733-9410(1986)112:3(317)
   Google Scholar
• Ghosh, S. and Sharma, R., 2012. Seismic active earth pressure on the back of battered retaining wall supporting inclined backfill. International Journal of Geomechanics, 12 (1), 54–63. doi:10.1061/(ASCE)GM.1943-5622.0000112
   Web of Science ®Google Scholar
• Goel, S. and Patra, N., 2008. Effect of arching on active earth pressure for rigid retaining walls considering translation mode. International Journal of Geomechanics, 8 (2), 123–133. doi:10.1061/(ASCE)1532-3641(2008)8:2(123)
   Web of Science ®Google Scholar
• Handy, R.L., 1985. The arch in soil arching. Journal of Geotechnical Engineering, 111 (3), 302–318. doi:10.1061/(ASCE)0733-9410(1985)111:3(302)
   Google Scholar
• Harrop-Williams, K., 1989. Arch in soil arching. Journal of Geotechnical Engineering, 115 (9), 415–419. doi:10.1061/(ASCE)0733-9410(1989)115:3(415)
   Google Scholar
• Iskander, M., et al., 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
   Web of Science ®Google Scholar
• Janssen, H.A., 1895. Versuche über Getreidedruck in Silozellen.
   Google Scholar
• Khosravi, M.H., Pipatpongsa, T., and Takemura, J., 2013. Experimental analysis of earth pressure against rigid retaining walls under translation mode. Geotechnique, 63, 1020–1028. doi:10.1680/geot.12.P.021
   Web of Science ®Google Scholar
• Khosravi, M.H., Pipatpongsa, T., and Takemura, J., 2016. Theoretical analysis of earth pressure against rigid retaining walls under translation mode. Soils and Foundations, 56 (4), 664–675. doi:10.1016/j.sandf.2016.07.007
   Web of Science ®Google Scholar
• Li, J. and Wang, M., 2014. Simplified method for calculating active earth pressure on rigid retaining walls considering the arching effect under translational mode. International Journal of Geomechanics, 14, 282–290. doi:10.1061/(ASCE)GM.1943-5622.0000313
   Web of Science ®Google Scholar
• Lin, Y.L., et al., 2015. Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method. Soil Dynamics and Earthquake Engineering, 70 (3), 133–147. doi:10.1016/j.soildyn.2014.12.006
   Google Scholar
• Paik, K.H. and Salgado, R., 2003. Estimation of active earth pressure against rigid retaining walls considering arching effects. Geotechnique, 53 (7), 643–653. doi:10.1680/geot.2003.53.7.643
   Web of Science ®Google Scholar
• Poncelet, J.V., 1840. Mémoire sur la stabilité des revêtements et de leurs fondations. Note additionelle sur les relations analytiques qui lient entre elles la poussée et la butée de la terre. Mémorial de l’offi cier du génie, 13.
   Google Scholar
• Rankine, W.J.M., 1857. On the stability of loose earth. Philosophy Transactions R Social London, 147, 9–27. doi:10.1098/rstl.1857.0003
   Google Scholar
• Rao, P.P., et al., 2016. Determination of active earth pressure on rigid retaining wall considering arching effect in cohesive backfill soil. International Journal of Geomechanics, 16 (3), 04015082. doi:10.1061/(ASCE)GM.1943-5622.0000589
   Web of Science ®Google Scholar
• Sawada, T., Chen, W.F., and Nomachi, S.G., 1993. Assessment of seismic displacements of slopes. Soil Dynamics and Earthquake Engineering, 12 (6), 357–362. doi:10.1016/0267-7261(93)90038-S
   Google Scholar
• Shukla, S., 2011. Dynamic active thrust from c-f soil backfills. Soil Dynamics and Earthquake Engineering, 31 (3), 526–529. doi:10.1016/j.soildyn.2010.10.001
   Web of Science ®Google Scholar
• Shukla, S., Gupta, S., and Sivakugan, N., 2009. Active earth pressures on retaining wall for c-phi soil backfill under seismic loading condition. Journal of Geotechnical and Geoenvironmental Engineering, 135 (5), 690–696. doi:10.1061/(ASCE)GT.1943-5606.0000003
   Web of Science ®Google Scholar
• Tang, Z.C., 1988. A rigid retaining wall centrifuge model test of cohesive soil. Journal Chongqing Jiaotong University, 25 (2), 48–56.
   Google Scholar
• Terzaghi, K., 1943. Theoretical soil mechanics. New York: Wiley.
   Google Scholar
• Tsagareli, Z.V., 1965. Experimental investigation of the pressure of a loose medium on retaining wall with vertical back face and horizontal backfill surface. Soil Mechanics and Foundation Engineering, 91 (4), 197–200. doi:10.1007/BF01706095
   Google Scholar
• Wang, Y.Z., 2000. Distribution of earth pressure on a retaining wall. Geotechnique, 50 (1), 83–88. doi:10.1680/geot.2000.50.1.83
   Web of Science ®Google Scholar
• Wang, Y.Z., 2005. The active earth pressure distribution and the lateral pressure coefficient of retaining wall. Rock and Soil Mechanics, 26 (7), 1019–1022.
   Google Scholar
• Xie, Y. and Leshchinsky, B., 2016. Active and passive arching stresses in c′-ϕ′ soils: A sensitivity study using computational limit analysis. Geotechnique Letters, 6 (2), 149–155. doi:10.1680/jgele.16.00015
   Google Scholar
• Zornberg, J.G., Sitar, N., and Mitchell, J.K., 1998. Performance of geosynthetic reinforced slopes at failure. Journal Geotechnical and Geoenvironmental Engineering, 124 (8), 670–683. doi:10.1061/(ASCE)1090-0241(1998)124:8(670)
   Web of Science ®Google Scholar