的个人主页 http://faculty.fjut.edu.cn/zhengchangjie/zh_CN/index.htm
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、福建省杰青,福建省政协委员。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、福建省杰青项目等10余项科研项目,发表SCI/EI检索论文100余篇(一作/通讯70余篇),论文总被引1800余次,ESI高被引论文3篇,个人H指数25。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] 福建省自然科学基金杰青项目,地震作用下山区斜坡场地桩基动力响应及灾变机理研究(2024J010034),2024-05至2027-04。
[5] 中国科协青年人才托举工程项目,2021-01至2023-12。
[6] 福建省青年人才托举工程项目,2021-01至2021-12。
[7] 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。
[8] 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.
[49] Zheng CJ, Kouretzis G, Ding XM. Analysis of laterally loaded floating piles using a refined Tajimi model. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 48: 2727–2744.
[50] Mao SH, Zheng CJ*, Zhang ZC, Wang G, Chen JH. Analytical solution for axially loaded floating pipe piles in homogeneous elastic soil layer. Ocean Engineering, 2024, 309: 118509.
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, 45: 1873–1883.
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] 福建省百千万人才工程人选,2023年
[11] 福建省政协委员,2023年
[12] 福建省杰青,2024年
[13] Elsevier 全球Top 2%顶尖科学家,2024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!
河海大学  土木工程  本科(学士)  学士学位
河海大学  土木工程  博士研究生毕业  博士学位
澳大利亚纽卡斯尔大学  土木工程  联合培养博士
重庆大学 1066vip威尼斯官网 讲师
重庆大学 1066vip威尼斯官网 副教授、博士生导师
1066vip威尼斯官网 1066vip威尼斯官网 教授、博士生导师(福州大学)