References
- Adalier, K. and Aydingun, O. (2000), "Liquefaction during the June 27, 1998 Adana-Ceyhan (Turkey) Earthquake", J. Geotech. Geol. Eng., 18(3), 155-174. https://doi.org/10.1023/A:1026516018449
- Adalier, K., Elgamal, A.W. and Martin, G.R. (1998), "Foundation liquefaction countermeasures for earth embankments", J. Geotech. Geoenviron. Eng., ASCE, 124(6), 500-517. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(500)
- Brinkgreve, R.B.J., Engin, E. and Swolfs, W.M. (2012), PLAXIS, Finite Element code for soil and rock analysis, user's manual. www.plaxis.nl
- Cubrinovski, M. and Ishihara, K. (1999), "Empirical correlation between SPT N-value and relative density for sandy soils", Soils and Foundations, Elsevier, 39(5), 61-71. https://doi.org/10.3208/sandf.39.5_61
- Dewoolkar, M.M., Chan, A.H.C., Ko, H. and Pak, R.Y.S. (2009), "Finite element simulations of seismic effects on retaining walls with liquefiable backfills", Int. J. Numer. Analytic. Meth. Geomech., 33(6), 791-816. https://doi.org/10.1002/nag.748
- Galavi, V., Petalas, A. and Brinkgreve, R.B.J. (2013), "Finite element modelling of seismic liquefaction in soils", Geotech. Eng. J., 44(3), 55-64.
- Latha, G.M., Dash, S. and Rajagopal, K. (2009), "Numerical simulation of the behavior of geocell reinforced sand in foundations", Int. J. Geomech., ASCE, 9(4), 143-152. https://doi.org/10.1061/(ASCE)1532-3641(2009)9:4(143)
- Maheshwari, B.K., Singh, H.P and Saran, Swami (2012), "Effects of reinforcement on liquefaction resistance of solani sand", J. Geotech. Geoenviron. Eng., ASCE, 138(7), 831-840. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000645
- Marcuson, W.F., Hadala, P.F. and Ledbetter, R.H. (1996), "Seismic rehabilitation of earth dams", J. Geotech. Eng., ASCE, 122(1), 7-20. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:1(7)
- McCulloch, D.S. and Bonilla, M.G. (1967), "Railroad damage in the Alaska Earthquake", J. Geotech. Eng. Div., ASCE, 93(5), 89-100.
- Puebla, H., Byrne, P.M. and Phillips, P. (1997), "Analysis of canlex liquefaction embankments prototype and centrifuge models", Can. Geotech. J., 34(5), 641-657. https://doi.org/10.1139/t97-034
- Taiebat, M., Shahir, H. and Pak, A. (2007), "Study of pore pressure variation during liquefaction using two constitutive models for sand", Soil Dyn. Earthq. Eng., 27(1), 60-72. https://doi.org/10.1016/j.soildyn.2006.03.004
- Taiyab, M.A., Alam, M.J. and Abedin, M.Z. (2014), "Dynamic soil-structure interaction of a gravity quay wall and the effect of densification in liquefiable sites", Int. J. Geomech., ASCE, 14(1), 20-33. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000278
- Yamada, G. (1966), "Damage to earth structures and foundations by the Niigata Earthquake, June 16, 1964", Soil. Found., 6(1), 1-13. https://doi.org/10.3208/sandf1960.6.1
Cited by
- Influence of soil model complexity on the seismic response of shallow foundations vol.24, pp.2, 2016, https://doi.org/10.12989/gae.2021.24.2.193