Determination of passive earth pressure with lower bound finite elements limit analysis and modified pseudo-dynamic method

References

• Basha, B.M. and Babu, G.L.S., 2009. Computation of sliding displacements of bridge abutments by pseudo-dynamic method. Soil Dynamics and Earthquake Engineering, 29 (1), 103–120. doi:10.1016/j.soildyn.2008.01.006.
   Web of Science ®Google Scholar
• Basha, B.M. and Babu, G.L.S., 2010. Seismic rotational displacements of gravity walls by pseudodynamic method with curved rupture surface. International Journal of Geomechanics, 10 (3), 93–105. doi:10.1061/(ASCE)GM.1943-5622.0000037.
   Web of Science ®Google Scholar
• Bellezza, I., Fentini, R., and D’Alberto, D., 2012. Pseudo-dynamic approach for active thrust of submerged soils. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 165 (5), 321–333. doi:10.1680/geng.10.00103.
   Web of Science ®Google Scholar
• Caquot, A. and Kerisel, J., 1948. Tables for calculation of passive pressure, active pressure and bearing capacity of foundations. Paris: Gauthier-Villars.
   Google Scholar
• Chen, W.F., 1975. Limit analysis and soil plasticity. Amsterdam, The Netherlands: Elsevier.
   Google Scholar
• Choudhury, D. and Nimbalkar, S., 2005. Seismic passive resistance by pseudo-dynamic method. Geotechnique, 55, 699–702. doi:10.1680/geot.2005.55.9.699
   Web of Science ®Google Scholar
• Duncan, J.M. and Mokwa, R., 2001. Passive earth pressures: theories and tests. Journal of Geotechnical and Geoenvironmental Engineering, 127 (3), 248–257. doi:10.1061/(ASCE)1090-0241(2001)127:3(248).
   Web of Science ®Google Scholar
• Ebeling, R.M. and Morrison, E.E., Jr. 1992. The seismic design of waterfront retaining structures. U.S. Army Technical Report ITL-92–11 and U.S. Navy Technical Report NCEL TR-939.
   Google Scholar
• Ghosh, P. and Kolathayar, S., 2011. Seismic passive earth pressure behind non vertical wall with composite failure mechanism: pseudo-dynamic approach. Geotechnical and Geological Engineering, 29 (3), 363–373. doi:10.1007/s10706-010-9382-9.
   Google Scholar
• Krabbenhoft, K., 2018. Static and seismic earth pressure coefficients for vertical walls withhorizontal backfill. Soil Dynamics and Earthquake Engineering, 104, 403–407. doi:10.1016/j.soildyn.2017.11.011
   Web of Science ®Google Scholar
• Kramer, S.L., 1996. Geotechnical earthquake engineering. Upper Saddle River, NJ: Prentice Hall.
   Google Scholar
• Kumar, J., 2001. Seismic passive earth pressure coefficients for sands. Canadian Geotechnical Journal, 38, 876–881. doi:10.1139/t01-004
   Web of Science ®Google Scholar
• 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.
   Web of Science ®Google Scholar
• Kumar, J. and Khatri, V.N., 2008. Effect of footing roughness on lower bound Nγ values. International Journal of Geomechanics, 8 (3), 176–187. doi:10.1061/(ASCE)1532-3641(2008)8:3(176).
   Web of Science ®Google Scholar
• Kumar, J. and Khatri, V.N., 2011. Bearing capacity factors of circular foundations for a general c-φ soil using lower bound finite element limit analysis. International Journal for Numerical and Analytical Methods, 35 (3), 393–405. doi:10.1002/nag.900.
   Web of Science ®Google Scholar
• Lancellotta, R., 2007. Lower bound approach for seismic passive earth resistance. Géotechnique, 57 (3), 319–321. doi:10.1680/geot.2007.57.3.319.
   Web of Science ®Google Scholar
• Morrison Jr., E.E. and Ebeling, R.M., 1995. Limit equilibrium computation of dynamic passive earth pressure. Canadian Geotechnical Journal, 32, 481–487. doi:10.1139/t95-050
   Web of Science ®Google Scholar
• 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, 957–969. doi:10.1016/j.soildyn.2007.01.004
   Web of Science ®Google Scholar
• Pain, A., Choudhury, D., and Bhattacharyya, S.K., 2015. Seismic stability of retaining wall – soil sliding interaction using modified pseudo-dynamic method. GéotechniqueLetteres, 5 (1), 56–61.
   Web of Science ®Google Scholar
• Rajesh, G.B. and Choudhury, D., 2016. Seismic passive earth resistance in submerged soils using modified pseudo-dynamic method with curved rupture surface. Marine Georesources and Geotechnology, 35 (7), 930–938. doi:10.1080/1064119X.2016.1260077.
   Web of Science ®Google Scholar
• Shamsabadi, A., Xu, S., and Taciroglu, E., 2013. A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis. Soil Dynamics and Earthquake Engineering, 49, 197–209. doi:10.1016/j.soildyn.2013.02.020
   Web of Science ®Google Scholar
• Shiau, J.S., et al., 2008. Finite elements limit analysis of passive earth resistance in cohessionless soils. Soils and Foundations, 48 (6), 843–850. doi:10.3208/sandf.48.843.
   Web of Science ®Google Scholar
• Sloan, S.W., 1988. Lower bound limit analysis using finite-elements and linear rogramming. International Journal for Numerical and Analytical Methods in Geomechanics, 12, 61–77. doi:10.1002/nag.1610120105
   Web of Science ®Google Scholar
• Sokolovski, V., 1960. Statics of soil media. London: Butterworths Publications.
   Google Scholar
• Soubra, A.H., 2000. Static and seismic passive earth pressure coefficients on rigid retaining structures. Canadian Geotechnical Journal, 37, 463–478. doi:10.1139/t99-117
   Web of Science ®Google Scholar
• Steedman, R.S. and Zeng, X., 1990. The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall. Geotechnique, 40, 417–431. doi:10.1680/geot.1990.40.1.103
   Web of Science ®Google Scholar
• Subba Rao, K.S. and Choudhury, D., 2005. Seismic passive earth pressures in soils. Journal of Geotechnical and Geoenvironmental Engineering, 131 (1), 131–135. doi:10.1061/(ASCE)1090-0241(2005)131:1(131).
   Web of Science ®Google Scholar
• Tang, C., Phoon, K.K., and Toh, K.C., 2014. Lower-bound limit analysis of seismic passive earth pressure on rigid walls. ASCE International Journal of Geomechanics, 14 (5), 04014022. doi:10.1061/(ASCE)GM.1943-5622.0000385.
   Web of Science ®Google Scholar
• Xu, S., Shamsabadi, A., and Taciroglu, E., 2015. Evaluation of active and passive seismic earth pressures considering internal friction and cohesion. Soil Dynamics and Earthquake Engineering, 70, 30–47. doi:10.1016/j.soildyn.2014.11.004
   Web of Science ®Google Scholar