勘察与基础工程系

张云鹏

发布时间:Oct 24, 2023点击量:

基本信息

 名:张云鹏

别:

出生年月:199510

称:特任教授

箱:zypsky@cug.edu.cn

 

教育背景

2014.092018.06 中国地质大学(武汉)   土木工程            本科

2018.092023.06 中国地质大学(武汉)   地质工程            博士

2022.012023.05 Western University   岩土工程      联合培养博士生

 

工作经历

2023.07 中国地质大学(武汉) 特任教授

2023.07 中国地质大学(武汉) 博士后

 

研究方向

土与结构静动力相互作用、桩基工程理论与技术、软黏土力学与地基处理、土工测试技术

 

主持或参加的科研项目

  1. 桩基工程灾后健康评估方法与技术(1910491T04),2020-2022,中央高校基本科研业务费,主持

  2. 真空负压测桩法及其在桩基承载力测试中的应用研究(52178371),2022-2025,国家自然科学基金面上项目,参与

  3. 分布式应变波法及其在桩基检测中的应用研究(51878634),2019-2022,国家自然科学基金面上项目,参与

  4. 填海地区透水管桩侧摩阻力发挥与承载变形机理(CUGDCJJ202207),2021-2023,中央高校基本科研业务费,参与

  5. 单桩竖向刚度模型研究(2017K003-1),2017-2019,中铁第四勘察设计院集团有限公司校企合作项目,参与

  6. 海上螺旋桩水平动力特性理论与试验研究(CUGDCJJ202250),2021-2023,中央高校基本科研业务费,参与

  7. 海上风机桩筒组合基础动力特性研究,2020-2022,广东省海洋土木工程重点实验室开放基金,参与

     

第一或通讯作者论文

  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.

  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.

  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.

  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

  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, 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. (ESI热点论文、高被引论文)

  7. 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. (ESI高被引论文)

  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.

  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.

  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.

  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. (ESI热点论文、高被引论文)

  12. 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.

  13. Wu WB, Zhang YP*. A review of pile foundations in viscoelastic medium: dynamic analysis and wave propagation modeling. Energies, 2022, 15, 9432.

  14. 张云鹏,吴文兵. 基于修正Rayleigh-Love杆件模型的桩基低应变测试中应变波三维传播分析. 岩石力学与工程学报,202342(s2).

  15. 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,2023, 42(3): 38-45.

     

获得的专利

  1. 一种基于GGD理念的深部智能采矿方法,发明专利,专利号:ZL201710055646.3201851日;

  2. 钻孔水力采矿井下采掘机器人,发明专利,专利号:ZL201710061275.X20171229日;

  3. 一种真空负压静力试桩的密封保护装置及方法,发明专利,专利号:ZL202110293070.02022322日;


奖励与荣誉

  1. 深厚软弱土地基成桩质量控制与检测评估关键技术及应用,中国岩石力学与工程学会科学技术奖,2023,二等奖;

  2. 第十届“创青春”中国青年创新创业大赛,2023,全国银奖(指导老师)

     

 

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