Lateral dynamic analysis of single pile in partially saturated soil

References

• Cai, Y. Q., Chen, G., Xu, C. J., & Wu, D. (2006). Torsional response of pile embedded in a poroelastic medium. Soil Dynamics and Earthquake Engineering, 26, 1143–1148.10.1016/j.soildyn.2005.10.009
   Web of Science ®Google Scholar
• Chen, S. L., Song, C. Y., & Chen, L. Z. (2011). Two-pile interaction factor revisited. Canadian Geotechnical Journal, 48, 754–766.10.1139/t10-095
   Web of Science ®Google Scholar
• Chen, W., Xia, T., & Hu, W. (2011). A mixture theory analysis for the surface-wave propagation in an unsaturated porous medium. International Journal of Solids and Structures, 48, 2402–2412.10.1016/j.ijsolstr.2011.04.015
   Web of Science ®Google Scholar
• El-Naggar, M. H., & Novak, M. (1995). Nonlinear lateral interaction in pile dynamics. Soil Dynamics and Earthquake Engineering, 14, 141–157.10.1016/0267-7261(94)00028-F
   Web of Science ®Google Scholar
• Georgiadis, K., Potts, D. M., & Zdravkovic, L. (2003). The influence of partial soil saturation on pile behaviour. Géotechnique, 53, 11–25.10.1680/geot.2003.53.1.11
   Web of Science ®Google Scholar
• Gharahi, A., Rahimian, M., Eskandari-Ghadi, M., & Pak, R. Y. S. (2014). Dynamic interaction of a pile with a transversely isotropic elastic half-space under transverse excitations. International Journal of Solids and Structures, 51, 4082–4093.10.1016/j.ijsolstr.2014.08.001
   Web of Science ®Google Scholar
• He, R., Pak, R. Y. S., & Wang, L. Z. (2017). Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation. International Journal for Numerical and Analytical Methods in Geomechanics, 41, 508–526.
   Web of Science ®Google Scholar
• Hu, A. F., Fu, P., Xia, C. Q., & Xie, K. H. (2016). Lateral dynamic response of a partially embedded pile subjected to combined loads in saturated soil. Marine Georesources & Geotechnology, 43, 1–11.10.1080/1064119X.2016.1240276
   Google Scholar
• Jin, B., Zhou, D., & Zhong, Z. (2001). Lateral dynamic compliance of pile embedded in poroelastic half space. Soil Dynamics and Earthquake Engineering, 21, 519–525.10.1016/S0267-7261(01)00028-8
   Web of Science ®Google Scholar
• Karasudhi, P., Rajapakse, R. K. N. D., & Hwang, B. Y. (1984). Torsion of a long cylindrical elastic bar partially embedded in a layered elastic half space. International Journal of Solids and Structures, 20(1), 1–11.10.1016/0020-7683(84)90071-4
   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, 386–401.10.1016/0267-7261(91)90053-3
   Google Scholar
• Kuo, K. A., & Hunt, H. E. M. (2013). An efficient model for the dynamic behaviour of a single pile in viscoelastic soil. Journal of Sound and Vibration, 332, 2549–2561.10.1016/j.jsv.2012.12.023
   Web of Science ®Google Scholar
• Li, P., & Schanz, M. (2011). Wave propagation in a 1-D partially saturated poroelastic column. Geophysical Journal International, 184, 1341–1353.10.1111/gji.2011.184.issue-3
   Web of Science ®Google Scholar
• Liu, Y., Wang, X., & Zhang, M. (2014). Lateral vibration of pile groups partially embedded in layered saturated soils. International Journal of Geomechanics, 15, 04014063.
   Web of Science ®Google Scholar
• Lu, J. F. (2002). Dynamic frequency domain analysis on laterally loaded pile in saturated soil. Chinese Journal of Rock Mechanics and Engineering, 21, 577–581 (in Chinese).
   Google Scholar
• Lu, J. F., Jeng, D. S., Wan, J. W., & Zhang, J. S. (2013). A new model for the vibration isolation via pile rows consisting of infinite number of piles. International Journal for Numerical and Analytical Methods in Geomechanics, 37, 2394–2426.10.1002/nag.v37.15
   Web of Science ®Google Scholar
• Lü, S., Wang, K., Wu, W., & Leo, C. J. (2014). Longitudinal vibration of a pile embedded in layered soil considering the transverse inertia effect of pile. Computers and Geotechnics, 62, 90–99.
   Web of Science ®Google Scholar
• Lu, J. F., Xu, B., & Wang, J. H. (2009). Numerical analysis of isolation of the vibration due to moving loads using pile rows. Journal of Sound and Vibration, 319, 940–962.10.1016/j.jsv.2008.06.032
   Web of Science ®Google Scholar
• Lu, J. F., Zhang, X., Wan, J. W., & Cang, N. R. (2012). The influence of a fixed axial top load on the dynamic response of a single pile. Computers and Geotechnics, 39, 54–65.10.1016/j.compgeo.2011.08.010
   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 and Structures, 83, 769–782.10.1016/j.compstruc.2004.10.015
   Web of Science ®Google Scholar
• Maheshwari, B. K., & Watanabe, H. (2006). Nonlinear dynamic behavior of pile foundation: Effects of separation at soil-pile interface. Soils and Foundations, 46 437–448.10.3208/sandf.46.437
   Web of Science ®Google Scholar
• Muki, R., & Sternberg, E. (1970). Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod. International Journal of Solids and Structures, 6, 69–90.10.1016/0020-7683(70)90082-X
   Google Scholar
• Nogami, T., & Kazama, M. (1997). Thin layer element method for dynamic soil-structure interaction analysis of axi-symmetric structure in submerged soil. Soil Dynamics and Earthquake Engineering, 16, 337–351.10.1016/S0267-7261(97)00003-1
   Web of Science ®Google Scholar
• Novak, M. (1974). Dynamic stiffness and damping of piles. Canadian Geotechnical Journal, 11, 574–598.10.1139/t74-059
   Google Scholar
• Novak, M., Aboul-Ella, F., & Nogami, T. (1978). Dynamic soil reactions for plane strain case. Journal of Engineering Mechanics (ASCE), 104, 953–959.
   Web of Science ®Google Scholar
• Novak, M., & Nogami, T. (1977). Soil-pile interaction in horizontal vibration. Earthquake Engineering and Structural Dynamics, 5, 263–281.10.1002/(ISSN)1096-9845
   Web of Science ®Google Scholar
• Pak, R. Y. S. (1989). On the flexure of a partially embedded bar under lateral loads. Journal of Applied Mechanics (ASME), 56, 263–269.10.1115/1.3176077
   Web of Science ®Google Scholar
• Pak, R. Y. S., & Jennings, P. (1987). Elastodynamic response of pile under transverse excitations. Journal of Engineering Mechanics (ASCE), 113, 1101–1116.10.1061/(ASCE)0733-9399(1987)113:7(1101)
   Web of Science ®Google Scholar
• Rajapakse, R. K. N. D., & Shah, A. H. (1987). On the lateral harmonic motion of an elastic bar embedded in an elastic half-space. International Journal of Solids and Structures, 23, 287–303.10.1016/0020-7683(87)90061-8
   Web of Science ®Google Scholar
• Ravichandran, N., Krishnapillai, S. H., & Machmer, B. (2013). A novel procedure for physical modeling of unsaturated soil-pile system using geotechnical centrifuge. Journal of Earth Sciences and Geotechnical Engineering, 3, 119–134.
   Google Scholar
• Shadlou, M., & Bhattacharya, S. (2014). Dynamic stiffness of pile in a layered elastic continuum. Geotechnique, 64, 303–319.10.1680/geot.13.P.107
   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, 3709–3731.10.1016/j.jsv.2014.04.016
   Web of Science ®Google Scholar
• Van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44, 892–898.10.2136/sssaj1980.03615995004400050002x
   Web of Science ®Google Scholar
• Wang, G., Ge, W., Pan, X., & Wang, Z. (2008). Torsional vibrations of single piles embedded in saturated medium. Computers and Geotechnics, 35, 11–21.10.1016/j.compgeo.2007.02.001
   Web of Science ®Google Scholar
• Wang, N., Wang, K. H., & Wu, W. B. (2013). Analytical model of vertical vibrations in piles for different tip boundary conditions: Parametric study and applications. Journal of Zhejiang University SCIENCE A, 14, 79–93.10.1631/jzus.A1200184
   Web of Science ®Google Scholar
• Xu, B., Lu, J. F., & Wang, J. H. (2010). Dynamic responses of a pile embedded in a layered poroelastic half-space to harmonic lateral loads. International Journal for Numerical and Analytical Methods in Geomechanics, 34, 493–515.10.1002/nag.v34:5
   Web of Science ®Google Scholar
• Xu, M. J. (2010). Investigation on dynamic response of unsaturated soils and foundation (PhD thesis). South China University Technology, Guangzhou, P.R. China (in Chinese).
   Google Scholar
• Yang, D. Y., Wang, K. H., Zhang, Z. Q., & Leo, C. J. (2009). Vertical dynamic response of pile in a radially heterogeneous soil layer. International Journal for Numerical and Analytical Methods in Geomechanics, 33, 1039–1054.10.1002/nag.v33:8
   Web of Science ®Google Scholar
• Yu, C. P., & Liao, S. T. (2006). Theoretical basis and numerical simulation of impedance log test for evaluating the integrity of columns and piles. Canadian Geotechnical Journal, 43, 1238–1248.10.1139/t06-072
   Web of Science ®Google Scholar
• Zhang, M., Wang, X. H., Yang, G. C., & Xie, L. Z. (2014). Solution of dynamic Green’s function for unsaturated soil under internal excitation. Soil Dynamics and Earthquake Engineering, 64, 63–84.10.1016/j.soildyn.2014.05.001
   Web of Science ®Google Scholar
• Zhang, Z. Q., Wang, K. H., Li, Q., & Lu, M. (2010). Simplified solution for vertical vibration of an end bearing pile embedded in unsaturated soil. Engineering Mechanics, 27, 159–165 (in Chinese).
   Google Scholar
• Zhang, Z. Q., Wang, K. H., Xie, K. H., & Zhou, K. (2007). A study on longitudinal vibration behavior of inhomogeneous pile embedded in layered unsaturated soils. Chinese Science Bulletin, 23, 88–96 (in Chinese).
   Google Scholar
• Zheng, C., Kouretzis, G. P., Sloan, S. W., & Liu, H. (2015). Vertical vibration of an elastic pile embedded in poroelastic soil. Soil Dynamics and Earthquake Engineering, 77, 177–181.10.1016/j.soildyn.2015.05.010
   Web of Science ®Google Scholar
• Zheng, C., Liu, H., & Ding, X. (2016). Lateral dynamic response of a pipe pile in saturated soil layer. International Journal for Numerical and Analytical Methods in Geomechanics, 40, 159–184.10.1002/nag.v40.2
   Web of Science ®Google Scholar
• Zhou, X. L., & Wang, J. H. (2009). Analysis of pile groups in a poroelastic medium subjected to horizontal vibration. Computers and Geotechnics, 36, 406–418.10.1016/j.compgeo.2008.08.013
   Web of Science ®Google Scholar