Abstract
This paper presents a study on seismic soil–pile installation using numerical modeling in conjunction with centrifuge model studies. The numerical analyses were conducted using ABAQUS with a hypoelastic constitutive model for the clay. Numerical analyses were used to extend the range of soil, pile, and ground motion parameters which could not be studied in centrifuge. The dimensionless parameters involving the major parameters such as pile modulus, soil modulus, slenderness ratio, natural frequencies of clay layer and pile-raft, superstructure mass, density of the soil and peak ground acceleration were obtained from the parametric studies. The relationships for the amplification of ground motions and the maximum bending moment in the pile were developed based on regression of the numerical data.
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References
Banerjee, S., Goh, S. H., & Lee, F. H. (2007). Response of soft clay strata and clay-pile-raft systems to seismic shaking. Journal of Earthquake and Tsunami, 1(3), 233–255.
Banerjee, S. (2010). Centrifuge and numerical modelling of soft clay-pile-raft foundations subjected to seismic shaking (Ph.D. thesis). National University of Singapore.
Dobry, R. (1982). Horizontal stiffness and damping of single piles. Journal of Geotechnical and Geoenvironmental Engineering, 108(GT3), 439–456.
Goh, T. L. (2003). Stabilization of an excavation by an embedded improved soil layer. Singapore: Ph.D. Thesis, National University of Singapore.
Nikolaou, S., Mylonakis, G., Gazetas, G., & Tazoh, T. (2001). Kinematic pile bending during earthquakes: Analysis and field measurements. Geotechnique, 51(5), 425–440.
Novak, M. (1974). Dynamic stiffness and damping of piles. Canadian Geotechnical Journal, 11(4), 574–598.
Poulos, H. G., & Tabesh, A. (1996). Seismic response of pile foundations—some important factors. In Proceedings of 11th WCEE paper no. 2085.
Shen, W. Y., & The, C. I. (2004). Analysis of laterally loaded piles in soil with stiffness increasing with depth. Journal of Geotechnical and Geoenvironmental Engineering ASCE, 130(8), 179–215.
Vucetic, M., & Dobry, R. (1991). Effect of soil plasticity on cyclic response. Journal of Geotechnical Engineering ASCE, 117(1), 89–107.
Yu, Y., & Lee, F. H. (2002). Seismic response of soft ground. In Proceedings of physical modeling in geotechnics-ICPMG’02 (pp. 519–524). St. John’s, Canada.
Zhang, F., Kimura, M., Nakai, T., & Hoshikawa, T. (2000). Mechanical behavior of pile foundations subjected to cyclic lateral loading up to the ultimate state. Soils and Foundations, 40(5), 1–17.
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Banerjee, S. (2018). Modeling Soil–Foundation Interaction and Beyond. In: Krishna, A., Dey, A., Sreedeep, S. (eds) Geotechnics for Natural and Engineered Sustainable Technologies. Developments in Geotechnical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-7721-0_14
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DOI: https://doi.org/10.1007/978-981-10-7721-0_14
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