中国地质大学主页平台管理系统张云鹏--中文主页--论文成果

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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

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中国地质大学（武汉）校址：湖北省武汉市鲁磨路388号