Theoretical investigation on characteristics of field reactions of saturated ground subjected to vibrations of inclined pile groups

References

• AFPS 90, Franc, Parasismique. (1990). Presses del Ponts at Chausees. Paris.
   Google Scholar
• Álamo, G. M., Martínez-Castro, A. E., Padrón, L. A., Aznárez, J. J., Gallego, R., & Maeso, O. (2017). A proposal for normalized impedance functions of inclined piles in non-homogeneous media. Procedia Engineering, 199, 86–91. https://doi.org/10.1016/j.proeng.2017.09.160
   Google Scholar
• Capatti, M. C., Dezi, F., Carbonari, S., & Gara, F. (2020). Dynamic performance of a full-scale micropile group: relevance of nonlinear behaviour of the soil adjacent to micropiles. Soil Dynamics and Earthquake Engineering, 128, 105858–105814. (Jan). https://doi.org/10.1016/j.soildyn.2019.105858
   Web of Science ®Google Scholar
• Carbonari, S., Morici, M., Dezi, F., & Leoni, G. (2016). Analytical evaluation of impedances and kinematic response of inclined piles. Engineering Structures, 117(Jun 15), 384–396. https://doi.org/10.1016/j.engstruct.2016.03.027
   Google Scholar
• Chen, S. L., Chen, L. Z., & Pan, E. (2007). Three-dimensional time-harmonic Green’s functions of saturated soil under buried loading. Soil Dynamics and Earthquake Engineering, 27(5), 448–462. https://doi.org/10.1016/j.soildyn.2006.09.006
   Web of Science ®Google Scholar
• Chen, W., Ma, J., Cao, S., Wang, Q., & Wang, M. (2020). Shaking table test study on seismic performance of inclined pile foundations in liquefiable soil. Environmental Earth Sciences, 79(17), 398. https://doi.org/10.1007/s12665-020-09139-4
   Web of Science ®Google Scholar
• Degrande, G., & Roeck, D. (1993). An absorbing boundary condition for propagation in saturated poroelastic media - Part I: Formulation and efficiency evaluation. Soil Dynamics and Earthquake Engineering, 12(7), 411－421. https://doi.org/10.1016/0267-7261(93)90004-B
   Google Scholar
• Dezi, F., Carbonari, S., & Morici, M. (2016). A numerical model for the dynamic analysis of inclined pile groups. Earthquake Engineering & Structural Dynamics, 45(1), 45–68. https://doi.org/10.1002/eqe.2615
   Web of Science ®Google Scholar
• Gerolymos, N., Giannakou, A., Anastasopoulos, I., & Gazetas, G. (2008). Evidence of beneficial role of inclined piles: Observations and summary of numerical analyses. Bulletin of Earthquake Engineering, 6(4), 705–722. https://doi.org/10.1007/s10518-008-9085-2
   Web of Science ®Google Scholar
• Ghasemzadeh, H., & Alibeikloo, M. (2011). Pile–soil–pile interaction in pile groups with batter piles under dynamic loads. Soil Dynamics and Earthquake Engineering, 31(8), 1159–1170. https://doi.org/10.1016/j.soildyn.2011.04.005
   Web of Science ®Google Scholar
• Giannakou, A., Gerolymos, N., Gazetas, G., Tazoh, T., & Anastasopoulos, I. (2010). Seismic behavior of batter piles: Elastic response. Journal of Geotechnical and Geoenvironmental Engineering, 136(9), 1187–1199. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000337
   Web of Science ®Google Scholar
• Goit, C. S., & Saitoh, M. (2014). Model tests on horizontal impedance functions of fixed-head inclined pile groups under soil nonlinearity. Journal of Geotechnical & Geoenvironmental Engineering, 140(6), 971–984.
   Web of Science ®Google Scholar
• Goit, C. S., & Saitoh, M. (2016). Experimental approach on the pile-to-pile interaction factors and impedance functions of inclined piles. Géotechnique, 66(11), 888–901. https://doi.org/10.1680/jgeot.15.P.192
   Web of Science ®Google Scholar
• Kaynia, A. M., & Kausel, E. (1991). Dynamics of piles and pile groups in layered soil media. Soil Dynamics and Earthquake Engineering, 10(8), 386–401. https://doi.org/10.1016/0267-7261(91)90053-3
   Google Scholar
• Kong, G., & Yang, Q. (2011). Dragload and downdrag performances of inclined pile group embedded in consolidating soil. Transactions of Tianjin University, 17(3), 175–180. https://doi.org/10.1007/s12209-011-1580-x
   Google Scholar
• Li, Z., Escoffier, S., & Kotronis, P. (2016). Centrifuge modeling of batter pile foundations under earthquake excitation. Soil Dynamics and Earthquake Engineering, 88, 176–190. https://doi.org/10.1016/j.soildyn.2016.05.013
   Web of Science ®Google Scholar
• Li, Z., Escoffier, S., & Kotronis, P. (2020). Study on the stiffness degradation and damping of pile foundations under dynamic loadings. Engineering Structures, 203, 109850. https://doi.org/10.1016/j.engstruct.2019.109850
   Web of Science ®Google Scholar
• Maeso, O., Aznárez, J. J., & Garcı́a, F. (2005). Dynamic impedances of piles and groups of piles in saturated soils. Computers & Structures, 83(10–11), 769–782. https://doi.org/10.1016/j.compstruc.2004.10.015
   Web of Science ®Google Scholar
• Medina, C., Padrón, L. A., Aznárez, J. J., & Maeso, O. (2015). Influence of pile inclination angle on the dynamic properties and seismic response of piled structures. Soil Dynamics and Earthquake Engineering, 69, 196–206. https://doi.org/10.1016/j.soildyn.2014.10.027
   Web of Science ®Google Scholar
• Mylonakis, G., & Gazetas, G. (1998). Vertical vibration and additional distress of grouped piles in layered soil. Soils and Foundations, 38(1), 1–14. https://doi.org/10.3208/sandf.38.1
   Google Scholar
• Padrón, L. A., Aznárez, J. J., & Maeso, O. (2008). Dynamic analysis of piled foundations in stratified soils by a BEM–FEM model. Soil Dynamics and Earthquake Engineering, 28(5), 333–346. https://doi.org/10.1016/j.soildyn.2007.07.005
   Web of Science ®Google Scholar
• Padrón, L. A., Aznárez, J. J., Maeso, O., & Santana, A. (2010). Dynamic stiffness of deep foundations with inclined piles. Earthquake Engineering and Structural Dynamics, 39, 1343–1367.
   Web of Science ®Google Scholar
• Rajeswari, J. S., & Sarkar, R. (2021a). A three-dimensional investigation on performance of batter pile groups in laterally spreading ground. Soil Dynamics and Earthquake Engineering, 141(9), 106508. https://doi.org/10.1016/j.soildyn.2020.106508
   Google Scholar
• Rajeswari, J. S., & Sarkar, R. (2021b). Seismic behavior of batter pile groups embedded in liquefiable soil. Earthquake Engineering and Engineering Vibration, 20(3), 583–604. https://doi.org/10.1007/s11803-021-2040-9
   Web of Science ®Google Scholar
• Sadek, M., & Isam, S. (2004). Three-dimensional finite element analysis of the seismic behavior of inclined micropiles. Soil Dynamics and Earthquake Engineering, 24(6), 473–485. https://doi.org/10.1016/j.soildyn.2004.02.002
   Web of Science ®Google Scholar
• Shi, L., Xu, C., Cai, Y., & Geng, X. (2014). Dynamic impedances and free-field vibration analysis of pile groups in saturated ground. Journal of Sound and Vibration, 333(16), 3709–3731. https://doi.org/10.1016/j.jsv.2014.04.016
   Web of Science ®Google Scholar
• Turan, A., Hafez, D., & Naggar, M. E. (2013). The performance of inclined secant micro-pile walls as active vibration barriers. Soil Dynamics and Earthquake Engineering, 55, 225–232. https://doi.org/10.1016/j.soildyn.2013.09.003
   Web of Science ®Google Scholar
• Wang, J., Zhou, D., Ji, T., & Wang, S. (2017). Horizontal dynamic stiffness and interaction factors of inclined piles. International Journal of Geomechanics, 17(9), 04017075. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000966
   Web of Science ®Google Scholar
• Zeng, X., & Rajapakse, R. K. N. D. (1999). Dynamic axial load transfer from elastic bar to poroelastic medium. Journal of Engineering Mechanics, 125(9), 1048–1055. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:9(1048)
   Web of Science ®Google Scholar