Dynamic behaviour of a piled raft resting on saturated Kasai River sand

References

• Adalier, K., et al., 2003. Stone columns as liquefaction counter measure in non-plastic silty soils. Soil Dynamics and Earthquake Engineering, 23 (7), 571–584. doi:10.1016/S0267-7261(03)00070-8
   Web of Science ®Google Scholar
• Amini, F. and Qi, G., 2000. Liquefaction testing of stratified silty sands. Journal of Geotechnical and Geoenvironmental Engineering, 126, 208–217. doi:10.1061/(ASCE)1090-0241(2000)126:3(208)
   Web of Science ®Google Scholar
• ASTM standard D5311, 2011. Test method for load controlled cyclic triaxial strength of soil. Annual book of ASTM standards, ASTM International West Conhohocken PA.
   Google Scholar
• Banerjee, R., et al., 2017. Shake table tests and numerical modeling of Kasai River Sand. Geotechnical and Geological Engineering, 35 (4), 1327–1340. doi:10.1007/s10706-017-0178-z
   Web of Science ®Google Scholar
• Banerjee, R., Sengupta, A., and Reddy, G.R., 2019. Study of a surface raft foundation in dry cohesionless soil subjected to dynamic loading. Current Science, 117 (11), 1800–1812. doi:10.18520/cs/v117/i11/1800-1812
   Web of Science ®Google Scholar
• Berrill, J. and Yasuda, S., 2002. Liquefaction and piled foundations: some issues. Journal of Earthquake Engineering, 6 (1), 1–41. doi:10.1080/13632460209350431
   Google Scholar
• Bolton, M.D., 1986. The strength and dilatancy of sands. Géotechnique, 36, 65–78. doi:10.1680/geot.1986.36.1.65
   Web of Science ®Google Scholar
• Boulanger, R.W., Kamai, R., and Ziotopoulou, K., 2011. Numerical modeling of liquefaction effects. In: Proc., Effects of Surface Geology on Seismic Motion, 4th IASPEI/IAEE International Symposium, Santa Barbara, CA: University of California.
   Google Scholar
• Boulanger, R.W. and Ziotopoulou, K., 2015. PM4 sand (Version 3): a sand plasticity based model for earthquake engineering applications, Report No. UCD/CGM-15/01. Centre for Geotechnical Modeling, Dept. of Civil and Environmental Engg. University of California Davis, CA.
   Google Scholar
• Budhu, M., 2011. Soil mechanics and foundation. 3rd ed. Hoboken: John Wiley & Sons, Inc.
   Google Scholar
• Byrne, P.M., et al., 2004. Numerical modeling of liquefaction and comparison with centrifuge tests. Canadian Geotechnical Journal, 41, 193–211. doi:10.1139/t03-088
   Web of Science ®Google Scholar
• Chattaraj, R. and Sengupta, A., 2016. Liquefaction potential and strain dependent dynamic properties of Kasai River sand. Soil Dynamics and Earthquake Engineering, 90, 467–475. doi:10.1016/j.soildyn.2016.07.023
   Web of Science ®Google Scholar
• Dafalias, Y.F. and Manzari, M.T., 2004. Simple plasticity sand model accounting for fabric change effects. Journal of Engineering Mechanics, ASCE, 130 (6), 622–634. doi:10.1061/(ASCE)0733-9399(2004)130:6(622)
   Web of Science ®Google Scholar
• Dasgupta, S., et al., 2000. Seismotectonic Atlas of India and its environs. Kolkata, India: Geological Society of India.
   Google Scholar
• Dash, S.R. and Bhattacharya, S., 2015. Pore water pressure generation and dissipation near to pile and far-field in liquefiable soils. International Journal of GEOMATE, 9 (2), 1454–1459.
   Google Scholar
• Dashti, S., et al., 2009a. Centrifuge testing to evaluate and mitigate liquefaction-induced building settlement mechanisms. Journal of Geotechnical & Geoenvironmental Engineering ASCE, 13, 918–929.
   Google Scholar
• Dashti, S., et al., 2009b. Mechanisms of seismically induced settlement of buildings with shallow foundations on liquefiable soil. Journal of Geotechnical and Geoenvironmental Engineering, 136, 151–164. doi:10.1061/(ASCE)GT.1943-5606.0000179
   Web of Science ®Google Scholar
• Erten, D. and Maher, M., 1995. Liquefaction potential of silty soils. Soil Dynamics and Earthquake Engineering, 14, 115–123. doi:10.1016/0267-7261(94)00035-F
   Web of Science ®Google Scholar
• Fallahzadeh, M., et al., 2019. Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests. Bulletin of Earthquake Engineering, 17, 5929–5961. doi:10.1007/s10518-019-00696-z
   Web of Science ®Google Scholar
• Gang, W., Xing, W., and Zhao, J., 2018. Modelling spiky acceleration response of dilative sand deposits during earthquakes with emphasis on large post-liquefaction deformation. Earthquake Engineering and Engineering Vibration, 17, 125–138. doi:10.1007/s11803-018-0429-x
   Web of Science ®Google Scholar
• Hazen, A., 1892. Some physical properties of sand and gravels, with special reference to their use in filtration. In: 24th Annual Report Massachusetts State Board of Health, 34, 539–556. Harvard University Press.
   Google Scholar
• Horikoshi, K., et al., 2003b. Performance of piled raft foundations subjected to static horizontal loads. International Journal of Physical Modeling in Geotechnics, 3 (2), 37–50.
   Google Scholar
• Hushmand, B., Scott, R., and Crouse, C., 1988. Centrifuge liquefaction tests in a laminar box. Geotechnique, 38 (2), 253–262. doi:10.1680/geot.1988.38.2.253
   Web of Science ®Google Scholar
• Iai, S., 1989. Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils and Foundations, 29 (1), 105–118. doi:10.3208/sandf1972.29.105
   Google Scholar
• Idriss, I.M. and Boulanger, R.W., 2008. Soil liquefaction during earthquakes (Monograph MNO- 12). Oakland, CA: Earthquake Engineering Research Institute, 261.
   Google Scholar
• IS 1893, 2002. Indian Standard criteria for earthquake resistant design of structures, Part 1 – general provisions and buildings. Fifth Revision ed. New Delhi: Bureau of Indian Standards.
   Google Scholar
• IS 456, 2000. Indian standard plain and reinforced concrete code of practice. New Delhi: Bureau of Indian Standards.
   Google Scholar
• Itasca, 2005. User’s guide for FLAC version 5.0. India: Itasca India Consulting, Nagpur.
   Google Scholar
• Knappett, J. and Madabhushi, G., 2008. Mechanism of pile group settlement in liquefiable soils. Geotechnical Earthquake and Engineering and Soil Dynamics IV Congress. Sacramento, CA.
   Google Scholar
• Knappett, J. and Madabhushi, G., 2009a. Influence of axial load on lateral pile response in liquefiable soils. Physical Modeling of Geotechnical, 59 (7), 571–581.
   Google Scholar
• Knappett, J. and Madabhushi, G., 2009b. Seismic bearing capacity of piles in liquefiable soils. Soils and Foundations, 49 (4), 525–535. doi:10.3208/sandf.49.525
   Web of Science ®Google Scholar
• Manzari, M.T. and Dafalias, Y.F., 1997. A critical state two-surface plasticity model for sand. Géotechnique, 47 (2), 255–272. doi:10.1680/geot.1997.47.2.255
   Web of Science ®Google Scholar
• Menq, F.Y., 2003. Dynamic properties of sandy and gravelly soils. Ph D dissertation. University of Texas.
   Google Scholar
• Mittal, R.K., Gupta, M.K., and Singh, S., 2004. Liquefaction behaviour of sand during vibrations. In: Proceedings ofthe 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.
   Google Scholar
• Mullins, J.P., et al., 1977. Effects of sample preparation on sand liquefaction. Journal of Geotechnical Engineering Division, 10 (2), 91–108.
   Google Scholar
• Nakai. 2004. Load bearing mechanism of piled raft foundation during earthquake. Proceedings of 3rd UJNR Workshop on Soil Structure Interaction, 29–30 March, California.
   Google Scholar
• Newmark, N.M., 1965. Effects of earthquakes on dams and embankments. Géotechnique, 15 (2), 139–160. doi:10.1680/geot.1965.15.2.139
   Web of Science ®Google Scholar
• O’Rourke, T.D., et al., 1994. Evaluation of pile response to liquefaction induced lateral spread, Technical Report NCEER-94–0026. Buffalo, NY: NCEER, 457–479.
   Google Scholar
• Polito, C.P. and Martin, J.R., II, 2001. Effects of nonplastic fines on the liquefaction resistance of sands. Journal of Geotechnical and Geoenvironmental Engineering, 127, 408–415. doi:10.1061/(ASCE)1090-0241(2001)127:5(408)
   Web of Science ®Google Scholar
• Ravaska, O., 2006. Effect of testing conditions on the shear strength parameters-a numerical study. In: Proceedings of the Sixth International Conference on Numerical Methods in Geotechnical Engineering, Graz Austria, 161–165.
   Google Scholar
• Roscoe, K.H. and Poorooshasb, H.B., 1963. A fundamental principle of similarity in model tests for earth pressure problems. In: Proc. 2nd Asian Conf. Soil Mech., Tokyo, 1, 134.
   Google Scholar
• Sahraeian, S.M.S., Takemura, J., and Seki, S., 2017. Centrifuge model study on the effects of pile installation process on seismic behavior of piled raft foundation for oil storage tanks. Journal of JSCE, 5(1), 357–376.
   Google Scholar
• Sahraeian, S.M.S., Takemura, J., and Seki, S., 2018. An investigation about seismic behavior of piled raft foundation for oil storage tanks using centrifuge modelling. Soil Dynamics and Earthquake Engineering, 104, 210–227.
   Google Scholar
• Salgado, R., Bandini, P., and Karim, A., 2000. Shear strength and stiffness of silty sand. Journal of Geotechnical and Geoenvironmental Engineering, 126, 451–462. doi:10.1061/(ASCE)1090-0241(2000)126:5(451)
   Web of Science ®Google Scholar
• Seed, H.B., et al., 1975. Representation of irregular stress time histories by equivalent uniform stress series in liquefaction analysis. In: EERC-75–29, Berkeley: University of California.
   Google Scholar
• Seed, R., et al. 1990. Preliminary report on the principal geotechnical aspects of the October 17, 1989 Loma Prieta earthquake. In: UCB/EERC-90/05, Berkeley: University of California.
   Google Scholar
• SP 16, 1980. Design aids for reinforced concrete to IS 456:1978.[CED 2: cement and concrete]. New Delhi: Bureau of Indian Standards.
   Google Scholar
• Stringer, M., 2011. The axial behavior of piled foundations in liquefiable soil. Dissertation (PhD). University of Cambridge, UK.
   Google Scholar
• Stringer, M. and Madabhushi, G., 2013a. Axial load transfer in liquefiable soils for free-standing piles. Geotechnique, 63 (5), 400–409. doi:10.1680/geot.11.P.078
   Web of Science ®Google Scholar
• Stringer, M. and Madabhushi, G., 2013b. Re-mobilisation of pile shaft friction after an earthquake. Canadian Geotechnical Journal, 50 (9), 979–988. doi:10.1139/cgj-2012-0261
   Web of Science ®Google Scholar
• Tasiopoulou, P., et al., 2013. Pile-group response to large soil displacements and liquefaction: centrifuge experiments versus a physically simplified analysis. Journal of Geotechnical and Geoenvironmental Engineering. ASCE, 139 (2), 223–233. doi:10.1061/(ASCE)GT.1943-5606.0000759
   Web of Science ®Google Scholar
• Thevanayagam, S. and Martin, G., 2002. Liquefaction in silty soils-screening and remediation issues. Soil Dynamics and Earthquake Engineering, 22, 1035–1042. doi:10.1016/S0267-7261(02)00128-8
   Web of Science ®Google Scholar
• Ueng, T.S., et al., 2005. A large biaxial shear box for shaking table test on satuated sand. Geotechnical Testing Journal, 29 (1), 1–8.
   Web of Science ®Google Scholar
• Unsever, Y.S., et al., 2017. Behaviour of model pile foundations under dynamic loads in saturated sand. Bulletin of Earthquake Engineering, 15, 1355–1373. doi:10.1007/s10518-016-0029-y
   Web of Science ®Google Scholar
• Veeraraghavan, S., Spears, R.E., and Coleman, J.L., 2019. High frequency content in nonlinear soil response: anumerical artifact or a reality? Soil Dynamics and Earthquake Engineering, 116, 185–191. doi:10.1016/j.soildyn.2018.09.044
   Web of Science ®Google Scholar
• Wang, X., et al., 2019. Shake‐table investigation of scoured RC pile‐group‐supported bridges in liquefiable and nonliquefiable soils. Earthquake Engineering & Structural Dynamics, 48 (11), 1217–1237. doi:10.1002/eqe.3186
   Web of Science ®Google Scholar
• Wei, X., Wang, Q.Q., and Wang, J.J., 2008. Damage patterns and failure mechanisms of bridge pile foundation under earthquake. In: The 14th World Conference on earthquake Engineering. Beijing, China.
   Google Scholar
• Wood, D.M., 2004. Geotechnical modeling. London, UK: CRC Press.
   Google Scholar
• Xenaki, V.C. and Athanasopoulos, G.A., 2003. Liquefaction resistance of sand-mixtures: an experimental investigation of the effect of fines. Soil Dynamics and Earthquake Engineering, 23, 183–194. doi:10.1016/S0267-7261(02)00210-5
   Web of Science ®Google Scholar
• Yamamuro, J.A. and Covert, K.M., 2001. Monotonic and cyclic liquefaction of very loose sands with high silt content. Journal of Geotechnical and Geoenvironmental Engineering, 127, 314–324. doi:10.1061/(ASCE)1090-0241(2001)127:4(314)
   Web of Science ®Google Scholar
• Zeghal, M. and Elgamal, A.W., 1994. Analysis of site liquefaction using earthquake records. Journal of Geotechnical Engineering, ASCE., 120(6), 996–1017.
   Google Scholar
• Zhang, L. and Ng, A., 2005. Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. Geotechnique, 55, 151–161. doi:10.1680/geot.2005.55.2.151
   Web of Science ®Google Scholar