References
- Basha, B.M. and Babu, G.L.S., 2011. Reliability assessment of the internal stability of reinforced soil structures: a pseudo-dynamic approach. Soil Dynamics and Earthquake Engineering, 30 (5), 336–353. doi:https://doi.org/10.1016/j.soildyn.2009.12.007.
- Bishop, A.W., 1955. The use of slip circle in the stability analysis of earth slopes. Geotechnique, 5 (1), 7–17. doi:https://doi.org/10.1680/geot.1955.5.1.7.
- Brinkgreve, R.B.J. 2006. Plaxis,finite element codefor soil and rock analyses,user manual. Delft University of Technology & Plaxis b.v, The Nederlands. Rotterdam: Balkema.
- Chanda, N., et al., 2017. Seismic stability of slope considering Rayleigh wave. Journal of Earthquake Engineering, 23 (1), 141–159. doi:https://doi.org/10.1080/13632469.2017.1323049.
- Chanda, N., Ghosh, S., and Pal, M., 2015. Pseudo-dynamic analysis of slope considering circular rupture surface. Journal of Geotechnical Engineering, Taylor and Francis, 10 (3), 288–296.
- Choudhury, D., Basu, S., and Bray, J., 2007. Behavior of slopes under static and seismic conditions by limit equilibrium method. GSP 161 Embankments Dam and slopes.
- Choudhury, D. and Katdare, A.D., 2013. New approach to determine seismic passive resistance on retaining walls considering seismic waves. International Journal of Geomechanics, 13 (6), 852–860. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000285.
- Choudhury, D., Katdare, A.D., and Pain, A., 2014. New method to compute seismic active resistance on retaining walls considering seismic waves. Geotechnical and Geological Engineering, 32 (2), 391–402. doi:https://doi.org/10.1007/s10706-013-9721-8.
- Choudhury, D. and Nimbalkar, S., 2005. Seismic passive resistance by pseudo-dynamic method. Geotechnique, 55 (9), 699–702. doi:https://doi.org/10.1680/geot.2005.55.9.699.
- Choudhury, D. and Nimbalkar, S., 2006. Pseudo-dynamic approach of seismic active earth pressure behind retaining wall. Geotechnical and Geological Engineering, 24 (5), 1103–1113. doi:https://doi.org/10.1007/s10706-005-1134-x.
- Chugh, A.K., 2003. On the boundary conditions in slope stability analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 27 (11), 905–926. doi:https://doi.org/10.1002/nag.305.
- Culmann, C., 1875. Die Craphische Statik. Zurich: Meyer and Zeller.
- Duncan, J.M., 1996. State of the art: limit equilibrium and finite element analysis of slopes. Journal of Geotechnical Engineering, 122 (7), 577–596. doi:https://doi.org/10.1061/(ASCE)0733-9410(1996)122:7(577).
- Felleunius, W., 1936. Calculation of stability of earth dams. In: Proceedings of second Congr. Large Dams. Washington, Vol. 4, 445–462.
- Ghosh, S. and Sharma, R.P., 2010. Pseudo-dynamic active response of non-vertical retaining wall supporting c-ɸ backfill. Geotechnical and Geological Engineering, 28 (5), 633–641. doi:https://doi.org/10.1007/s10706-010-9321-9.
- Griffiths, D.V. and Lane, P.A., 1999. Slope stability analysis by finite elements. Geotechnique, 49 (3), 387–403. doi:https://doi.org/10.1680/geot.1999.49.3.387.
- Guha, R.A. and Baidya, D.K., 2017. Reliability based pseudo-dynamic analysis of gravity retaining walls. Indian Geotechnical Journal, 48 (3), 575. doi:https://doi.org/10.1007/s40098-017-0271-5.
- Hazari, S., Ghosh, S., and Sharma, R.P., 2017. Pseudo-static analysis of slope considering log spiral failure mechanism. In: Indian Geotechnical Conference. IIT Guwahati, India.
- Hazari, S., Sharma, R.P., and Ghosh, S., 2020. Swedish circle method for pseudo-dynamic analysis of slope considering circular failure mechanism. Geotechnical and Geological Engineering, 38 (3), 2573–2589. doi:https://doi.org/10.1007/s10706-019-01170-y.
- Janbu, N., 1954. Applications of composite slip surfaces for stability analysis. In: Proceedings of European Conf on the Stability of Earth Slopes. Stockholm Sweden, Vol. 3, 43–49.
- Knopoff, L., 1952. On Rayleigh wave velocities. Bulletin of the Seismological Society of America, 42, 307–308.
- Kramer, S.L., 1996. Geotechnical earthquake engineering. New Jersey: Prentice Hall.
- Leshchinsky, D. and San, K.C., 1994. Pseudostatic seismic stability of slopes: design charts. Journal of Geotechnical Engineering, 120 (9), 1514–1532. doi:https://doi.org/10.1061/(ASCE)0733-9410(1994)120:9(1514).
- Manna, B., et al., 2014. Effect of surcharge load on stability of slopes-testing and analysis. EJGE, 19, 3397–3410.
- MATLAB R2013a [Computer software]. Matrix laboratory software. Natick, MA: MathWorks2013.
- Matsui, T. and San, K.C., 1992. Finite element slope stability analysis by shear strength reduction technique. Soils and Foundations, 32 (1), 59–70. doi:https://doi.org/10.3208/sandf1972.32.59.
- Morgenstern, N.R. and Price, V.E., 1965. The analyses of the stability of general slip surfaces. Geotechnique, 15 (1), 79–93. doi:https://doi.org/10.1680/geot.1965.15.1.79.
- Navarro, C. and Samartin, C.A., 1989. Dynamic earth pressures against a retaining wall caused by Rayleigh waves. Engineering Structures, 11 (1), 31–36. doi:https://doi.org/10.1016/0141-0296(89)90030-8.
- Newmark, N., 1965. Effects of earthquakes on dams and embankments. Geotechnique, 15 (2), 139–160. doi:https://doi.org/10.1680/geot.1965.15.2.139.
- Nimbalkar, S. and Choudhury, D., 2008. Effects of body waves and soil amplification on seismic earth pressures. Journal of Earthquake and Tsunami, 2 (1), 33–52. doi:https://doi.org/10.1142/S1793431108000256.
- Pasternack, S.C. and Gao, S., 1988. Numerical methods in the stability analysis of slopes. Computers & Structures, 30 (3), 573–579. doi:https://doi.org/10.1016/0045-7949(88)90291-X.
- Qin, C. and Chen, C.S., 2017. Kinematic stability of a two-stage slope in layered soils. International Journal of Geomechanics, 17 (9), 06017006. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000928.
- Qin, C.B. and Chian, S.C., 2018. Seismic bearing capacity of non-uniform soil slopes using discretization based kinematic analysis considering Rayleigh wave. Soil Dynamics and Earthquake Engineering, 109, 23–32. doi:https://doi.org/10.1016/j.soildyn.2018.02.017
- Rawat, S. and Gupta, A.K., 2016. An experimental and analytical study of slope stability by soil nailing. EJGE, 21, 5577–5597.
- Saha, A. and Ghosh, S., 2014. Pseudo-dynamic analysis for bearing capacity of foundation resting on c–ϕ soil. International Journal of Geotechnical Engineering, 9 (4), 379–387. doi:https://doi.org/10.1179/1939787914Y.0000000081.
- Sarma, S.K., 1973. Stability analysis of embankments and slopes. Geotechnique, 23 (3), 423–433. doi:https://doi.org/10.1680/geot.1973.23.3.423.
- Sarma, S.K., 1979. Stability analysis of embankments and slopes. Journal of Geotechnical Engineering, 105 (12), 1511–1524.
- Sazzad, M. and Moni, M., 2017. Stability analysis of slopes for homogeneous and layered soil by FEM. International Journal of Engineering Science, 8 (1), 51–62.
- Spencer, E., 1967. A method of analysis of the stability of embankments assuming parallel interslice forces. Geotechnique, 17 (1), 11–26. doi:https://doi.org/10.1680/geot.1967.17.1.11.
- 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 (1), 103–112. doi:https://doi.org/10.1680/geot.1990.40.1.103.
- Taylor, D.W., 1937. Stability of earth slopes. Four. Boston Society of Civil Engineers, 24 (3), 197–246.
- Taylor, D.W., 1948. Fundamentals of soil mechanics. New York: Wiley.
- Uenishi, K., 2010. On a possible role of Rayleigh surface waves in dynamic slope failures. International Journal of Geomechanics, 10 (4), 153–160. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000057.
- Viktorov, R.D., 1968. Rayleigh and love waves. Vol. 535. New York: Plenum press.