教授，博士生导师，中国科协青年托举人才、福建省“雏鹰计划”青年拔尖人才，福建省政协委员，地下工程福建省高校重点实验室常务副主任。主要从事桩土相互作用、土动力学与地震工程、海洋岩土工程等方面的研究。主持国家自然科学基金、福建省“雏鹰计划”项目、中国科协青托项目、福建省青托项目、福建省自然科学基金等多项科研项目，发表SCI/EI检索论文90余篇（一作/通讯60余篇），论文总被引1600余次，ESI高被引论文3篇，Scopus H指数24。曾获福建省科技进步一等奖、福建青年五四奖章、中国岩石力学与工程学会优秀博士论文奖等奖励，兼任4个国际SCI检索期刊的编委或客座主编。

 

主持科研项目

[1] 福建省“雏鹰计划”青年拔尖人才项目(资助200万元)，2022-12至2027-11。

[2] 国家自然科学基金面上项目，地震作用下海洋大直径管桩水平动力响应与计算方法研究(52178318)，2022-01至2025-12。

[3] 国家自然科学基金青年项目，考虑空间地形效应的山区高速铁路桩基-地基耦合振动响应机理研究(51708064)，2018-01至2020-12。

[4] 中国科协青年人才托举工程项目，2021-01至2023-12。

[5] 福建省青年人才托举工程项目，2021-01至2021-12。

[6] 福建省自然科学基金面上项目，水平动荷载作用下海洋大直径管桩动力响应特性研究(2021J011056)，2021-08至2024-07。

[7] 山地城镇建设与新技术教育部重点实验室开放基金(LNTCCMA-20220108)，2022-01至2023-12。

 

代表性论文

英文期刊：

[1] Liu HL, Zheng CJ, Ding XM, Qin HY. Vertical dynamic response of a pipe pile in saturated soil layer. Computers and Geotechnics, 2014, 61: 57-66.

[2] Zheng CJ, Liu HL, Ding XM, Lv YR. Torsional dynamic response of a large diameter pipe pile in viscoelastic saturated soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38: 1724-1743.

[3] Zheng CJ, Liu HL, Ding XM. Lateral dynamic response of a pipe pile in saturated soil layer. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 40: 159-184.

[4] Zheng CJ, Liu HL, Kouretzis G, Sloan S, Ding XM. Vertical response of a thin-walled pipe pile embedded in viscoelastic soil to a transient point load with application to low-strain integrity testing. Computers and Geotechnics, 2015, 70: 50-59.

[5] Zheng CJ, Kouretzis G, Sloan S, Liu HL, Ding XM. Vertical vibration of a pile embedded in poroelastic soil. Soil Dynamics and Earthquake Engineering, 2015, 77: 177-181.

[6] Zheng CJ, Ding XM, Li P, Fu Q. Vertical impedance of an end-bearing pile in viscoelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 39: 676-684.

[7] Zheng CJ, Ding XM, Sun Y F. Vertical vibration of a pipe pile in viscoelastic soil considering the three-dimensional wave effect of soil. International Journal of Geomechanics ASCE, 2016, 04015037.

[8] Zheng CJ, Kouretzis G, Ding XM, Liu HL, Poulos H. Three-dimensional effects in low strain integrity testing of piles: analytical solution. Canadian Geotechnical Journal, 2016, 53: 225-235. (2016年CGJ年度推荐论文)

[9] Zheng CJ, Liu HL, Ding XM, Kouretzis G, Sheng DC. Three-dimensional effects in low strain integrity testing of large diameter pipe piles. Journal of Engineering Mechanics ASCE, 2016, 04016064.

[10] Liu HL, Zheng CJ, Ding XM, Kouretzis G, Sloan S. A revised solution for the horizontal vibration of an end-bearing pile in viscoelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40:1890–1900.

[11] Zheng CJ, Liu HL, Ding XM, Kouretzis G, Sloan S, Poulos H. Non-axisymmetric response of piles in low strain integrity testing. Géotechnique, 2017, 67: 181-186.

[12] Ding XM, Zheng CJ*, Liu HL, Kouretzis G. Resistance of inner soil to the horizontal vibration of pipe piles. Journal of Engineering Mechanics ASCE. 2017, 143: 06017015.

[13] Zheng CJ, Liu HL, Ding XM, Kouretzis G. Resistance of the inner soil to the vertical vibration of pipe piles. Soil Dynamics and Earthquake Engineering, 2017, 94: 83-87.

[14] Zheng CJ, Ding XM, Kouretis G, Liu HL, Sun YF. Three-dimensional propagation of waves in piles during low-strain integrity tests. Géotechnique, 2018, 68: 358-363.

[15] Luan LB, Zheng CJ*, Kouretzis G, et al. Development of a three-dimensional soil model for the dynamic analysis of end-bearing pile groups subjected to vertical loads. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43: 1784-1793.

[16] Luan L B, Zheng C J*, Kouretzis G, et al. Simplified three-dimensional analysis of horizontally vibrating floating and fixed-end pile groups. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43: 2585-2596.

[17] Zheng CJ, He R, Kouretzis G, Ding XM. Horizontal vibration of a cylindrical rigid foundation embedded in poroelastic half-space. Computers and Geotechnics, 2019, 106: 296-303.

[18] Zheng CJ, Gan SS, Kouretzis G, Luan LB, Ding XM. Dynamic analysis of an axially-loaded pile embedded in elastic-poroelasitc layered soil of finite thickness. International Journal for Numerical and Analytical Methods in Geomechanics, 2020, 44: 533-549.

[19] Gan SS, Zheng CJ*, Kouretzis G, Ding XM. Vertical vibration of piles in a viscoelastic non-uniform soil overlying rigid base. Acta Geotechnica, 2020, 15: 1321-1330.

[20] Zheng CJ, Gan SS, Kouretzis G, Ding XM, Luan LB. Vertical vibration of a large diameter pile partially-embedded in poroelastic soil. Soil Dynamics and Earthquake Engineering. 2020,139: 106211.

[21] Zheng CJ, Luan LB, Kouretzis G, Ding XM. Vertical vibration of a rigid strip footing on viscoelastic half-space. International Journal for Numerical and Analytical Methods in Geomechanics, 2020, 44(14): 1983-1995.

[22] Zheng CJ, Luan LB, Qin HY, Zhou H. Horizontal dynamic response of a combined loaded large-diameter pipe pile simulated by the Timoshenko beam theory. International Journal of Structural Stability and Dynamics, 2020, 20(2): 207100.

[23] Zheng CJ, Cai YJ, Luan LB, Kouretzis G, Ding XM. Horizontal vibration of a rigid strip footing on viscoelastic half-space. International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45(3): 325-335.

[24] Zheng CJ, Gan SS, Luan LB, Ding XM. Vertical dynamic response of a pile embedded in a poroelastic soil layer overlying rigid base. Acta Geotechnica, 2021, 16(3): 977-983.

[25] Zheng CJ, Kouretzis G, Luan LB, Ding XM. Kinematic response of pipe piles subjected to vertically-propagating seismic P-waves. Acta Geotechnica, 2021, 16(3): 895-909.

[26] Luan LB, Gao L, Kouretzis G, Ding XM, Qin HY, Zheng CJ*. Response of pile groups in layered soil to dynamic lateral loads. Computers and Geotechnics, 2022, 142, 104564.

[27] Zheng CJ, Cai YJ, Kouretzis G, Luan LB. Horizontal vibration of rigid strip footings on poroelastic half-space. Journal of Sound and Vibration, 2022, 522: 116731.

[28] Zheng CJ, Kouretzis G, Ding XM, Luan LB. Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects. Computers and Geotechnics, 2022, 146: 104740.

[29] Zheng CJ, Luo T, Kouretzis G, Ding XM, Luan LB. Transverse seismic response of end‐bearing pipe piles to S‐waves. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46(10): 1919-1940.

[30] Zheng CJ, Mylonakis G, Kouretzis G, Luan LB. Kinematic seismic response of end-bearing piles to S-waves. Soil Dynamics and Earthquake Engineering, 2022, 163: 107547.

[31] Zheng CJ, Kouretzis G, Ding XM, Luan LB. Closed-form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46(15):2931-2943.

[32] Zheng CJ, Kouretzis G, Luan LB, Ding XM. Closed-form formulation for the response of single floating piles to lateral dynamic loads. Computers and Geotechnics, 2022, 152: 105042.

[33] Zheng CJ, Kouretzis G, Ding XM. Dynamic response of floating piles subjected to axial loads considering three-dimensional soil deformations. Computers and Geotechnics, 2023, 154, 105144.

[34] Zheng CJ, He YZ, Kouretzis G, Ding XM. Vertical vibration of rigid strip footings on poroelastic soil layer of finite thickness. Soil Dynamics and Earthquake Engineering. 2023, 168: 107836.

[35] Zheng CJ, Lin H, Cao GW, Luan LB. Horizontal dynamic response of offshore large-diameter pipe piles. Ocean Engineering. 2023, 272: 113797.

[36] Zheng CJ, Luo T, Ding XM. Axial kinematic response of single floating pipe piles to vertically propagating P waves. Ocean Engineering. 2023, 273: 114040.

[37] Zheng CJ, Kouretzis G, Ding XM. Kinematic response of end-bearing piles in saturated soil to seismic SH-waves. Computers and Geotechnics, 2023, 158: 105369.

[38] Zheng CJ, Cui YQ, Kouretzis G, Luan LB. Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil. Computers and Geotechnics, 2023, 158: 105361.

[39] Zheng CJ, Luo T, Luan LB. Lateral kinematic response of offshore pipe piles to S-wave seismic excitation. International Journal for Numerical and Analytical Methods in Geomechanics, 2023, 47(8): 1496-1518.

[40] Zheng CJ, Ding XM. Vertical dynamic response of single floating piles in poroelastic soil. Computers and Geotechnics, 2023, 159: 105424.

[41] Zheng CJ, Kouretzis G, Ding XM. Kinematic response of floating piles in a saturated soil layer subjected to seismic S-wave propagation. Computers and Geotechnics, 2023, 161: 105573.

[42] Zheng CJ, Kouretzis G, Ding XM. Analytical solution for axial load transfer of floating piles. Computers and Geotechnics, 2023, 164: 105832.

[43] Zheng CJ, Ding XM. Lateral dynamic response of single floating piles in poroelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2023, 47(8): 1496-1518.

[44] Zheng CJ, Kouretzis G, Ding XM. Seismic response of end-bearing piles in saturated soil to P-waves. Acta Geotechnica, 2023, 18(10): 5519-5533.

[45] Zheng CJ, Chen M, Kouretzis G. Closed-form solution for axially loaded end-bearing piles in two-layered soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 48(3): 837-852.

[46] Zheng CJ, Kouretzis G, Mylonakis G. Inertial and kinematic response of laterally loaded piles: Sensitivity of elastodynamic continuum solutions to key assumptions. Soil Dynamics and Earthquake Engineering, 2024, 178: 108485.

[47] Zheng CJ, He YZ, Qu LM. Vertical vibration of rigid strip footings on saturated soil layer with single-phase superstratum. Computers and Geotechnics, 2024, 170: 106297.

[48] Zheng CJ, Yang JQ, Kouretzis G, Ding XM. Vertical seismic response of end-bearing piles in nearly-saturated soil. Canadian Geotechnical Journal, 2024, doi.org/10.1139/cgj-2023-0294.

中文期刊：

[1] 郑长杰, 丁选明, 刘汉龙, 黄旭. 考虑土体三维波动效应的现浇大直径管桩纵向振动响应解析解. 岩土工程学报, 2013, 35(12): 2247-2254.

[2] 郑长杰, 丁选明, 刘汉龙, 付强. 饱和均质土中PCC桩水平振动响应简化解析方法. 岩土工程学报, 2013, 35(s2): 1087-1094.

[3] 郑长杰, 丁选明, 刘汉龙, 吕亚茹. 粘弹性地基中PCC桩扭转振动响应解析方法研究. 岩土力学. 2013, 34(7): 1943-1950.

[4] 郑长杰, 丁选明, 黄旭, 孔纲强. 滞回阻尼土中大直径管桩纵向振动响应解析解. 岩石力学与工程学报. 2013, 35(s2): 170-176.

[5] 郑长杰, 刘汉龙, 丁选明, 付强. 饱和黏性土地基中现浇大直径管桩水平振动响应解析解. 岩土工程学报. 2014, 36(8): 1447-1454.

[6] 郑长杰, 丁选明, 安淑红. 横观各向同性地基中管桩扭转振动响应解析解. 岩土力学. 2016, 37(9): 1001-1008.

[7] 郑长杰, 丁选明, 栾鲁宝. 黏弹性地基中管桩水平动力特性分析. 岩土力学. 2017, 38(1), 26-32.

[8] 郑长杰, 丁选明, 栾鲁宝, 瞿立明. 低应变瞬态荷载作用下基桩动力响应解析解. 土木工程学报, 2019, 52(11): 79-85.

[9] 郑长杰, 林浩, 曹光伟, 丁选明, 栾鲁宝. 水平动荷载作用下海洋大直径管桩动力响应解析解. 岩土工程学报, 2022, 44(5): 810-819. 

[10] 郑长杰, 何育泽, 丁选明, 栾鲁宝, 陈业伟. 下卧基岩粘弹性地基上刚性条形基础竖向振动响应研究. 岩土力学, 2022, 43(06): 1434-1440+1452.

[11] 郑长杰, 崔亦秦, 丁选明, 栾鲁宝. 竖向动荷载作用下端承型群桩动力相互作用解析解. 岩土工程学报, 2022, 44(12): 2187-2195.

[12] 郑长杰, 蔡元杰, 何育泽,  栾鲁宝. 下卧基岩粘弹性地基上刚性条形基础的水平振动响应研究. 土木工程学报, 2023, 56(02): 92-99. 

[13] 郑长杰, 崔亦秦, 吴琛, 罗通, 栾鲁宝. 竖向入射S波作用下单桩水平地震响应简化解析方法. 岩土力学, 2023, 44(02): 327-336.

[14] 郑长杰, 何育泽, 甘世顺, 栾鲁宝. 黏弹性地基中埋置刚性圆柱状基础水平振动问题. 土木工程学报, 2023, 56(11): 155-164.

[15] 林浩, 郑长杰, 丁选明. 层状地基中海洋大直径管桩水平动力响应分析. 岩土力学, 2024, 录用. 

荣誉奖励

[1] Canadian Geotechnical Journal Editor's Choice Award，2016年

[2] 中国岩石力学与工程学会优秀博士论文奖，2017年

[3] 江苏省高等学校土木工程学科优秀博士论文奖，2018年

[4] 福建省引进高层次人才，2020年

[5] 福建省青年托举人才，2021年

[6] 福建省科技进步一等奖(3/10)，2022年

[7] 福建青年五四奖章，2022年

[8] 中国科协青年托举人才，2022年

[9] 福建省“雏鹰计划”青年拔尖人才，2022年

[10] 福建省政协委员，2023年

 

学生培养

何育泽(2020级硕士生)，发表SCI论文1篇、EI论文3篇，获研究生国家奖学金、校优秀硕士学位论文

蔡元杰(2020级硕士生)，发表SCI论文2篇、EI论文1篇，获研究生国家奖学金、校优秀硕士学位论文

崔亦秦(2020级硕士生)，发表SCI论文1篇、EI论文2篇，校优秀毕业研究生

罗通(2021级硕士生)，发表SCI论文3篇、EI论文1篇，获研究生国家奖学金

林浩(2021级硕士生)，发表SCI论文1篇、EI论文2篇，获研究生国家奖学金

所指导研究生基本都有高质量SCI、EI论文发表，有一半以上荣获研究生国家奖学金，欢迎对科研感兴趣、数学和力学基础较好的考生报考！

• [1]. 2006.9 -- 2010.6

  河海大学       土木工程       本科(学士)       学士学位

• [2]. 2010.9 -- 2016.6

  河海大学       土木工程       博士研究生毕业       博士学位

• [3]. 2014.12 -- 2015.12

  澳大利亚纽卡斯尔大学       土木工程       联合培养博士

• [1]. 2016.6 -- 2018.9

  重庆大学      土木工程学院      讲师

• [2]. 2018.9 -- 2019.7

  重庆大学      土木工程学院      副教授、博士生导师

• [3]. 2019.7 -- 至今

  福建理工大学      土木工程学院      教授、博士生导师（福州大学）

• [1] 桩土相互作用
• [2] 土动力学与地震工程
• [3] 海洋岩土工程

• [1] 邮编 : 350118
• [6] 邮箱 : zcj@fjut.edu.cn