Spectral bearing capacity analysis of strip footings under pseudo-dynamic excitation

References

• Arslan, H. and Siyahi, B., 2006. A comparative study on linear and nonlinear site response analysis. Environmental Geology, 50, 1193–1200. doi:https://doi.org/10.1007/s00254-006-0291-4
   Google Scholar
• Askari, F. and Farzaneh, O., 2003. Upper-bound solution for seismic bearing capacity of shallow foundations near slopes. Geotechnique, 53, 697–702. doi:https://doi.org/10.1680/geot.2003.53.8.697
   Web of Science ®Google Scholar
• Bellezza, I., 2014. A new pseudo-dynamic approach for seismic active soil thrust. Geotechnical and Geological Engineering, 32, 561–576. doi:https://doi.org/10.1007/s10706-014-9734-y
   Google Scholar
• Bellezza, I., 2015. Seismic active earth pressure on walls using a new pseudo-dynamic approach. Geotechnical and Geological Engineering, 33, 795–812. doi:https://doi.org/10.1007/s10706-015-9860-1
   Web of Science ®Google Scholar
• Bolisetti, C., et al., 2014. Equivalent linear and nonlinear site response analysis for design and risk assessment of safety-related nuclear structures. Nuclear Engineering and Design, 275, 107–121. doi:https://doi.org/10.1016/j.nucengdes.2014.04.033.
   Web of Science ®Google Scholar
• Budhu, M. and Al-Karni, A., 1993. Seismic bearing capacity of soils. Geotechnique, 43. doi:https://doi.org/10.1680/geot.1993.43.1.181
   Google Scholar
• Chakraborty, D. and Kumar, J., 2014. Seismic bearing capacity of shallow embedded foundations on a sloping ground surface. International Journal of Geomechanics, 15, 04014035. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000403
   Web of Science ®Google Scholar
• Choudhury, D. and Nimbalkar, S., 2005. Seismic passive resistance by pseudo-dynamic method. Geotechnique, 55, 699–702. doi:https://doi.org/10.1680/geot.2005.55.9.699
   Web of Science ®Google Scholar
• Choudhury, D. and Rao, K.S., 2005. Seismic bearing capacity of shallow strip footings. Geotechnical & Geological Engineering, 23, 403–418. doi:https://doi.org/10.1007/s10706-004-9519-9
   Google Scholar
• Choudhury, D. and Rao, K.S., 2006. Seismic bearing capacity of shallow strip footings embedded in slope. International Journal of Geomechanics, 6, 176–184. doi:https://doi.org/10.1061/(ASCE)1532-3641(2006)6:3(176)
   Google Scholar
• Das, B.M., 1993. Principles of soil dynamics. Boston, Massachusetts: PWS-KENT Publishing Company.
   Google Scholar
• Dormieux, L. and Pecker, A., 1995. Seismic bearing capacity of foundation on cohesionless soil. Journal of Geotechnical Engineering, 121, 300–303. doi:https://doi.org/10.1061/(ASCE)0733-9410(1995)121:3(300)
   Google Scholar
• Ghosh, P., 2008. Upper bound solutions of bearing capacity of strip footing by pseudo-dynamic approach. Acta Geotechnica, 3, 115–123. doi:https://doi.org/10.1007/s11440-008-0058-z
   Web of Science ®Google Scholar
• Ghosh, P. and Choudhury, D., 2011. Seismic bearing capacity factors for shallow strip footings by pseudo-dynamic approach. Disaster Advances, 4, 34–42.
   Google Scholar
• Ghosh, P. and Kolathayr, S., 2011. Seismic passive earth pressure behind non vertical wall with composite failure mechanism: pseudo-dynamic approach. Geotechnical and Geological Engineering, 29, 363–373. doi:https://doi.org/10.1007/s10706-010-9382-9
   Google Scholar
• Ghosh, S. and Debnath, L., 2017. Seismic bearing capacity of shallow strip footing with coulomb failure mechanism using limit equilibrium method. Geotechnical and Geological Engineering, 35, 2647–2661. doi:https://doi.org/10.1007/s10706-017-0268-y
   Web of Science ®Google Scholar
• Izadi, A., et al., 2019. Pseudo-static bearing capacity of shallow foundations on heterogeneous marine deposits using limit equilibrium method. Marine Georesources & Geotechnology, 36, 1–13. doi:https://doi.org/10.1080/1064119X.2018.1539535
   Google Scholar
• Jadar, C.M. and Ghosh, S., 2017. Seismic bearing capacity of shallow strip footing using horizontal slice method. International Journal of Geotechnical Engineering, 11, 38–50. doi:https://doi.org/10.1080/19386362.2016.1183074
   Web of Science ®Google Scholar
• Jamshidi Chenari, R., Izadi, A., and Nazemi Sabet Soumehsaraei, M., 2018. Discussion of “Seismic bearing capacity of shallow strip footing with coulomb failure mechanism using limit equilibrium method” by S. Ghosh, L. Debnath. december 2017, volume 35, issue 6, pp. 2647–2661. Geotechnical and Geological Engineering, 36, 4037–4040.
   Web of Science ®Google Scholar
• Jamshidi Chenari, R.J. and Aminzadeh, S.B., 2016. Site response of heterogeneous natural deposits to harmonic excitation applied to more than 100 case histories. Earthquake Engineering and Engineering Vibration, 15, 341–356. doi:https://doi.org/10.1007/s11803-016-0326-0
   Web of Science ®Google Scholar
• Knappett, J., Haigh, S., and Madabhushi, S., 2006. Mechanisms of failure for shallow foundations under earthquake loading. Soil Dynamics and Earthquake Engineering, 26, 91–102. doi:https://doi.org/10.1016/j.soildyn.2004.11.021
   Web of Science ®Google Scholar
• Kramer, S.L., 1996. Geotechnical earthquake engineering. In prentice–hall international series in civil engineering and engineering mechanics. New Jersey: Prentice-Hall.
   Google Scholar
• Kumar, J. and Chakraborty, D., 2013. Seismic bearing capacity of foundations on cohesionless slopes. Journal of Geotechnical and Geoenvironmental Engineering, 139, 1986–1993. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0000909
   Web of Science ®Google Scholar
• Kumar, J. and Ghosh, P., 2006. Seismic bearing capacity for embedded footings on sloping ground. Geotechnique, 56, 133–140. doi:https://doi.org/10.1680/geot.2006.56.2.133
   Web of Science ®Google Scholar
• Kumar, J. and Kumar, N., 2003. Seismic bearing capacity of rough footings on slopes using limit equilibrium. Geotechnique, 53, 363–369. doi:https://doi.org/10.1680/geot.2003.53.3.363
   Web of Science ®Google Scholar
• Kumar, J. and Rao, V., 2002. Seismic bearing capacity factors for spread foundations. Geotechnique, 52, 79–88. doi:https://doi.org/10.1680/geot.2002.52.2.79
   Web of Science ®Google Scholar
• Kurup, S.S. and Kolathayar, S., 2018. Seismic bearing capacity factor considering composite failure mechanism: pseudo-dynamic approach. International Journal of Geotechnical Earthquake Engineering (IJGEE), 9, 65–77. doi:https://doi.org/10.4018/IJGEE
   Web of Science ®Google Scholar
• Meyerhof, G.G., 1963. Some recent research on the bearing capacity of foundations. Canadian Geotechnical Journal, 1, 16–26. doi:https://doi.org/10.1139/t63-003
   Google Scholar
• Pain, A., Choudhury, D., and Bhattacharyya, S., 2015. Seismic stability of retaining wall–soil sliding interaction using modified pseudo-dynamic method. Géotechnique Letters, 5, 56–61. doi:https://doi.org/10.1680/geolett.14.00116
   Web of Science ®Google Scholar
• Pain, A., Choudhury, D., and Bhattacharyya, S., 2016. The seismic bearing capacity factor for surface strip footings. Geotechnical Special Publications ASCE, 269, 197–206.
   Google Scholar
• Paolucci, R. and Pecker, A., 1997. Seismic bearing capacity of shallow strip foundations on dry soils. Soils and Foundations, 37, 95–105. doi:https://doi.org/10.3208/sandf.37.3_95
   Google Scholar
• Richards, R., Elems, D., and Budhu, M., 1993. Seismic bearing capacity and settlements of foundations. Journal of Geotechnical Engineering, 119, 662–674. doi:https://doi.org/10.1061/(ASCE)0733-9410(1993)119:4(662)
   Google Scholar
• Saha, A. and Ghosh, S., 2015a. Pseudo-dynamic analysis for bearing capacity of foundation resting on c–Φ soil. International Journal of Geotechnical Engineering, 9, 379–387. doi:https://doi.org/10.1179/1939787914Y.0000000081
   Web of Science ®Google Scholar
• Saha, A. and Ghosh, S., 2015b. Pseudo-dynamic bearing capacity of shallow strip footing resting on c-Φ soil considering composite failure surface: bearing capacity analysis using pseudo-dynamic method. International Journal of Geotechnical Earthquake Engineering (IJGEE), 6, 12–34. doi:https://doi.org/10.4018/IJGEE
   Web of Science ®Google Scholar
• Saha, A. and Ghosh, S., 2017. Modified pseudo-dynamic bearing capacity analysis of shallow strip footing considering total seismic wave. International Journal of Geotechnical Engineering, 1–9. doi:https://doi.org/10.1080/19386362.2017.1405542
   Google Scholar
• Sarma, S. and Iossifelis, I., 1990. Seismic bearing capacity factors of shallow strip footings. Geotechnique, 40, 265–273. doi:https://doi.org/10.1680/geot.1990.40.2.265
   Web of Science ®Google Scholar
• Semblat, J.F. and Pecker, A., 2009. Waves and vibrations in soils: earthquakes, traffic, shocks, construction works. Pavia, Italia: IUSS Press.
   Google Scholar
• Shinohara, T., Tateishi, T., and Kubo, K. 1963. Bearing capacity of sandy soil for eccentric and inclined load and lateral resistance of single piles embedded in sandy soil. 2nd World Conference on Earthquake Engineering. Tokyo, Japan.
   Google Scholar
• Soubra, A.-H., 1999. Upper-bound solutions for bearing capacity of foundations. Journal of Geotechnical and Geoenvironmental Engineering, 125, 59–68. doi:https://doi.org/10.1061/(ASCE)1090-0241(1999)125:1(59)
   Web of Science ®Google Scholar
• Steedman, R. and Zeng, X., 1990. The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall. Geotechnique, 40, 103–112. doi:https://doi.org/10.1680/geot.1990.40.1.103
   Web of Science ®Google Scholar
• Tiznado, A., Carlos, J., and Paillao, V. 2014. Analysis of the seismic bearing capacity of shallow foundations.
   Google Scholar
• Yamamoto, K., 2010. Seismic bearing capacity of shallow foundations near slopes using the upper-bound method. International Journal of Geotechnical Engineering, 4, 255–267. doi:https://doi.org/10.3328/IJGE.2010.04.02.255-267
   Google Scholar
• Zhou, X.-P., et al., 2016. Seismic bearing capacity of shallow foundations resting on rock masses subjected to seismic loads. KSCE Journal of Civil Engineering, 20, 216–228. doi:https://doi.org/10.1007/s12205-015-0283-6
   Web of Science ®Google Scholar