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[1] Zhang YP, El Naggar MH, Wu WB, Wang ZQ, Yang XY, Jiang GS. Dynamic torsional impedance of large-diameter pipe pile for offshore engineering: 3D analytical solution. Applied mathematical modelling, 2022, 111: 664-680. https://doi.org/10.1016/j.apm.2022.07.017
[2] Zhang YP, Wu WB, Zhang HK, El Naggar MH, Wang KH, Jiang GS, Mei GX. A novel soil-pile interaction model for vertical pile settlement prediction. Applied mathematical modelling, 2021, 99: 478-496. https://doi.org/10.1016/j.apm.2021.07.004
[3] Zhang YP, Di TY, El Naggar MH, Wu WB, Liu H, Jiang GS. Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils. Computers and Geotechnics, 2022, 149: 104853. https://doi.org/10.1016/j.compgeo.2022.104853
[4] Zhang YP, Wu WB, Jiang GS, Wen MJ, Wang, KH, El Naggar MH, Ni PP, Mei GX. A new approach for estimating the vertical elastic settlement of a single pile based on the fictitious soil pile model. Computers and Geotechnics, 2021, 134: 104100. https://doi.org/10.1016/j.compgeo.2021.104100
[5] Zhang YP, Liu H, Wu WB, Wang LX, Jiang GS. A 3D analytical model for distributed low strain test and parallel seismic test of pipe piles. Ocean Engineering, 2021, 225: 108828. https://doi.org/10.1016/j.oceaneng.2021.108828
[6] Zhang YP, Wang ZQ, El Naggar MH, Wu WB, Wang LX, Jiang GS. Three-dimensional wave propagation in a solid pile during torsional low strain integrity test. International Journal for Numerical and Analytical methods in Geomechanics, 2022, 46(12): 2398-2411. https://doi.org/10.1002/nag.3389
[7] Zhang YP, Jiang GS, Wu WB, El Naggar MH, Liu H, Wen MJ, Wang KH. Analytical solution for distributed torsional low strain integrity test for pipe pile. International Journal for Numerical and Analytical methods in Geomechanics, 2022,46: 47-67. https://doi.org/10.1002/nag.3290
[8] Zhang YP, Liu H, Wu WB, Wang S, Wu, T, Wen, MJ, Jiang GS, Mei GX. Interaction model for torsional dynamic response of large diameter thin wall pipe piles embedded in both vertically and radially inhomogeneous soil. International Journal of Geomechanics, 2021, 21(10): 04021185. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002165
[9] Zhang YP, Yang XY, Wu WB, et al. Torsional complex impedance of pipe pile considering pile installation and soil plug effect. Soil Dynamics and Earthquake Engineering, 2020, 131: 106010. https://doi.org/10.1016/j.soildyn.2019.106010
[10] Zhang YP, El Naggar MH, Wu WB, Wang ZQ. Torsional low-strain test for nondestructive integrity examination of existing high-pile foundation. Sensors, 2022, 22, 5330. https://doi.org/10.3390/s22145330
[11] Wu WB, Wang ZQ, Zhang YP*, El Naggar MH,Wu T, Wen MJ. Semi-analytical solution for negative skin friction development on deep foundations in coastal reclamation areas. International Journal of Mechanical Sciences, 2023, 241: 107981. https://doi.org/10.1016/j.ijmecsci.2022.107981
[12] Wu WB, Zhang YP*. A review of pile foundations in viscoelastic medium: dynamic analysis and wave propagation modeling. Energies, 2022, 15, 9432. https://doi.org/10.3390/en15249432
[13] Di TY, Wu WB, Zhang YP* , Wang ZQ, Liu X, Xu, MJ, Mei GX. Semi-analytical approach for nondestructive test for offshore pipe piles considering soil-pile slippage induced by heavy hammer impact. Ocean Engineering, 2022, 260: 112080. https://doi.org/10.1016/j.oceaneng.2022.112080
[14] 张云鹏，王宗琴，宗梦繁，吴文兵，王立兴．连续排水边界下成层陆域吹填地基一维固结解析解．地质科技通报. https://doi.org/10.19509/j.cnki.dzkq.2022.0171

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