References
- Babu, G.L.S. and Singh, V.P., 2008. Numerical analysis of performance of soil nail walls in seismic conditions. ISET Journal of Earthquake Technology, 45 (1–2), 31–40.
- Basha, B.M. and Babu, G.L.S., 2009. Seismic rotational displacements of gravity walls by pseudodynamic method with curved rupture surface. International Journal of Geomechanics, 10, 93–105. doi:https://doi.org/10.1061/(asce)gm.1943-5622.0000037
- Basha, B.M. and Basudhar, P.K., 2010. Pseudo static seismic stability analysis of reinforced soil structures. Geotechnical and Geological Engineering, 28, 745–762. doi:https://doi.org/10.1007/s10706-010-9336-2
- Bray, J.D. and Travasarou, T., 2009. Pseudostatic coefficient for use in simplified seismic slope stability evaluation. Journal of Geotechnical & Geoenvironmental Engineering, 135, 1336–1340. doi:https://doi.org/10.1061/(asce)gt.1943-5606.0000012
- Choudhury, D. and Nimbalkar, S.S., 2006. Pseudo-dynamic approach of seismic active earth pressure behind retaining wall. Geotechnical and Geological Engineering, 24, 1103–1113. doi:https://doi.org/10.1007/s10706-005-1134-x
- Choudhury, D., Nimbalkar, S.S., and Mandal, J.N., 2006. Comparison of pseudo-static and pseudo-dynamic methods for seismic earth pressures on retaining wall. Journal of Indian Geophysical Union, 10 (4), 263–271.
- He, S., Ouyang, C., and Luo, Y., 2012. Seismic stability analysis of soil nail reinforced slope using kinematic approach of limit analysis. Environmental Earth Sciences, 66, 319–326. doi:https://doi.org/10.1007/s12665-011-1241-3
- Jaya, V., Annie, J., and Student, M.T., 2011. A numerical investigation of nailed vertical soil wall using pseudo-static approach. In Proceedings of Indian Geotechnical Conference (pp. 899–902).
- Jaya, V. and Joy, A., 2013. An investigation on the dynamic behaviour of soil nail walls. Journal of Civil Engineering and Science, 2 (4), 241–249.
- Liu, S., Xia, Y., and Liang, L., 2018. A modified logarithmic spiral method for determining passive earth pressure. Journal of Rock Mechanics and Geotechnical Engineering, 10, 1171–1182. doi:https://doi.org/10.1016/j.jrmge.2018.03.011
- Meenal, G., Saran, S., and Mittal, S., 2009. Pseudo-Static analysis of soil-nailed excavations. Geotechnical and Geological Engineering, 27, 571–583. doi:https://doi.org/10.1007/s10706-009-9258-z
- Melo, C. and Sharma, S. (2004, August) Seismic coefficients for pseudostatic slope analysis. In 13th World Conference on Earthquake Engineering, Vancouver, Canada.
- Patki, M.A., Mandal, J.N., and Dewaikar, D.M., 2015. Determination of passive earth pressure coefficients using a limit equilibrium approach coupled with the Kӧtter’s equation. Canadian Geotechnical Journal, 52 (9), 1241–1254. doi:https://doi.org/10.1139/cgj-2014-0351.
- Randall, W.J., 2011. Methods for assessing the stability of slopes during earthquakes-A retrospective. Engineering Geology, 122, 43–50. doi:https://doi.org/10.1016/j.enggeo.2010.09.017
- Rawat, S. An experimental and analytical study of slope stability by soil nailing. Electronic Journal of Geotechnical Engineering, 21 (17), 5577–5597.
- Rawat, S. and Gupta, A.K., 2016. Analysis of a nailed soil slope using limit equilibrium and finite element methods. International Journal of Geosynthetics and Ground Engineering, 2, 1–23. doi:https://doi.org/10.1007/s40891-016-0076-0
- Sadeghzadegan, R., 2014. Evaluation of pseudo static coefficient for soil-nailed walls on the basis of Seismic behavior levels. Research Journal of Recent Sciences, 3 (11), 6–16.
- Sarangi, P. and Ghosh, P., 2016. Seismic analysis of nailed vertical excavation using pseudo-dynamic approach. Earthquake Engineering and Engineering Vibration, 15, 621–631. doi:https://doi.org/10.1007/s11803-016-0353-x
- Yazdandoust, M., 2017. Experimental study on seismic response of soil-nailed walls with permanent facing. Soil Dynamics and Earthquake Engineering, 98, 101–119. doi:https://doi.org/10.1016/j.soildyn.2017.04.009