教授，博士生導師，中國科協青年托舉人才、福建省“雛鷹計畫”青年拔尖人才，福建省政協委員。主要從事樁基靜動力特性、土動力學與岩土地震工程、海洋岩土工程等方面的研究。主持2項國家自然科學基金、福建省“雛鷹計畫”項目等科研項目，在Géotechnique、CGJ、CG、AG、IJNAMG、SDEE等岩土工程領域期刊上發表SCI/EI檢索論文90餘篇（一作/通訊60餘篇），論文總被引1400餘次，ESI高被引論文3篇，Web of Science H因子21，出版學術專著《樁基動力學原理》，授權發明專利10餘項。曾獲福建省科技進步一等獎、福建青年五四獎章、中國岩石力學與工程學會優秀博士論文獎等獎勵，兼任4個國際SCI檢索期刊的編委或客座主編。
基本介紹
- 中文名：鄭長傑
- 國籍：中國
- 學位/學歷：博士
- 專業方向：岩土工程
- 職稱：教授
研究方向,學術成果,獲獎記錄,擔任職務,
研究方向
1. 樁土動力相互作用；
2. 岩土地震工程;
3. 軟土地基處理。
學術成果
[1] LiuHL, Zheng CJ, Ding XM, Qin HY. Vertical dynamic response of a pipe pile insaturated soil layer. Computers and Geotechnics, 2014, 61: 57-66.
[2]Zheng CJ, Liu HL, Ding XM, Lv YR. Torsional dynamic response of a largediameter pipe pile in viscoelastic saturated soil. International Journal forNumerical and Analytical Methods in Geomechanics, 2014, 38: 1724-1743.
[3]Zheng CJ, Liu HL, Ding XM. Lateral dynamic response of a pipe pile in saturatedsoil layer. International Journal for Numerical and Analytical Methods inGeomechanics, 2015, 40: 159-184.
[4]Zheng CJ, Liu HL, Kouretzis G, Sloan S, Ding XM. Vertical response of athin-walled pipe pile embedded in viscoelastic soil to a transient point loadwith 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 poroelasticsoil. Soil Dynamics and Earthquake Engineering, 2015, 77: 177-181.
[6] Zheng CJ, Ding XM, Li P, FuQ. 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 viscoelasticsoil considering the three-dimensional wave effect of soil. InternationalJournal of Geomechanics ASCE, 2016, 04015037.
[8] Zheng CJ, Kouretzis G, DingXM, Liu HL, Poulos H. Three-dimensional effects in low strain integrity testingof piles: analytical solution. Canadian Geotechnical Journal, 2016, 53:225-235. (2016年度推薦論文)
[9]Zheng CJ, Liu HL, Ding XM, Kouretzis G, Sheng DC. Three-dimensional effects inlow strain integrity testing of large diameter pipe piles. Journal ofEngineering Mechanics ASCE, 2016, 04016064.
[10] Liu HL, Zheng CJ, Ding XM,Kouretzis G, Sloan S. A revised solution for the horizontal vibration of anend-bearing pile in viscoelastic soil. International Journal for Numerical andAnalytical 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 lowstrain integrity testing. Géotechnique, 2017, 67: 181-186.
[12]Ding XM, Zheng CJ*, Liu HL, Kouretzis G. Resistance of inner soil to thehorizontal 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 thevertical 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 pilesduring 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 thedynamic 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 horizontallyvibrating floating and fixed-end pile groups. International Journal forNumerical and Analytical Methods in Geomechanics, 2019, 43: 2585-2596.
[17] Zheng CJ, He R, KouretzisG, Ding XM. Horizontal vibration of a cylindrical rigid foundation embedded inporoelastic 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 pileembedded in elastic-poroelasitc layered soil of finite thickness. InternationalJournal 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-uniformsoil 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 pilepartially-embedded in poroelastic soil. Soil Dynamics and EarthquakeEngineering. 2020,139: 106211.
[21] Zheng CJ, Luan LB,Kouretzis G, Ding XM. Vertical vibration of a rigid strip footing onviscoelastic half-space. International Journal for Numerical and AnalyticalMethods in Geomechanics, 2020, 44(14): 1983-1995.
[22]Zheng CJ, Luan LB, Qin HY, Zhou H. Horizontal dynamic response of a combinedloaded 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 onviscoelastic half-space. International Journal for Numerical and AnalyticalMethods 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 soillayer overlying rigid base. Acta Geotechnica, 2021, 16(3): 977-983.
[25]Zheng CJ, Kouretzis G, Luan LB, Ding XM. Kinematic response of pipe pilessubjected to vertically-propagating seismic P-waves. Acta Geotechnica, 2021,16(3): 895-909.
[26] Luan LB, Gao L, KouretzisG, Ding XM, Qin HY, Zheng CJ*. Response of pile groups in layered soil todynamic lateral loads. Computers and Geotechnics, 2022, 142, 104564.
[27] Zheng CJ, Cai YJ,Kouretzis G, Luan LB. Horizontal vibration of rigid strip footings onporoelastic 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 poroelasticsoil considering three-dimensional soil and pile wave effects. Computers andGeotechnics, 2022, 146: 104740.
[29]Zheng CJ, Luo T, Kouretzis G, Ding XM, Luan LB. Transverse seismic response ofend-bearing pipe piles to S-waves. International Journal for Numerical andAnalytical Methods in Geomechanics, 2022, 46(10): 1919-1940.
[30] Zheng CJ, Mylonakis G,Kouretzis G, Luan LB. Kinematic seismic response of end-bearing piles toS-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 ofsingle floating piles in homogeneous viscoelastic soil. International Journalfor 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 floatingpiles 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 loadsconsidering three-dimensional soil deformations. Computers and Geotechnics,2023, 154, 105144.
[34] Zheng CJ, He YZ, KouretzisG, Ding XM. Vertical vibration of rigid strip footings on poroelastic soillayer of finite thickness. Soil Dynamics and Earthquake Engineering. 2023, 168:107836.
[35]Zheng CJ, Lin H, Cao GW, Luan LB. Horizontal dynamic response of offshorelarge-diameter pipe piles. Ocean Engineering. 2023, 272: 113797.
[36]Zheng CJ, Luo T, Ding XM. Axial kinematic response of single floating pipepiles 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 seismicSH-waves. Computers and Geotechnics, 2023, 158: 105369.
[38] Zheng CJ, Cui YQ,Kouretzis G, Luan LB. Scattered wave effects on the vertical dynamic responseof 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 toS-wave seismic excitation. International Journal for Numerical and AnalyticalMethods 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 layersubjected 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. Lateraldynamic response of single floating piles in poroelastic soil. InternationalJournal 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, doi.org/10.1007/s11440-023-01942-0.
[45] 鄭長傑, 丁選明, 劉漢龍, 黃旭. 考慮土體三維波動效應的現澆大直徑管樁縱向振動回響解析解. 岩土工程學報, 2013, 35(12): 2247-2254.
[46] 鄭長傑, 丁選明, 劉漢龍, 付強. 飽和均質土中PCC樁水平振動回響簡化解析方法. 岩土工程學報, 2013, 35(s2): 1087-1094.
[47] 鄭長傑, 丁選明, 劉漢龍, 呂亞茹. 粘彈性地基中PCC樁扭轉振動回響解析方法研究. 岩土力學. 2013, 34(7): 1943-1950.
[48] 鄭長傑, 丁選明, 黃旭, 孔綱強. 滯回阻尼土中大直徑管樁水平振動回響解析解. 岩石力學與工程學報. 2013, 35(s2): 170-176.
[49] 鄭長傑, 劉漢龍, 丁選明, 付強. 飽和黏性土地基中現澆大直徑管樁水平振動回響解析解. 岩土工程學報. 2014, 36(8): 1447-1454.
[50] 鄭長傑, 丁選明, 安淑紅. 橫觀各向同性地基中管樁扭轉振動回響解析解. 岩土力學. 2016, 37(9): 1001-1008.
[51] 鄭長傑, 丁選明, 欒魯寶. 黏彈性地基中管樁水平動力特性分析. 岩土力學. 2017, 38(1), 26-32.
[52] 鄭長傑, 丁選明, 欒魯寶, 瞿立明. 低應變瞬態荷載作用下基樁動力回響解析解. 土木工程學報, 2019,52(11): 79-85.
[53] 鄭長傑, 林浩, 曹光偉, 丁選明, 欒魯寶. 水平動荷載作用下海洋大直徑管樁動力回響解析解. 岩土工程學報, 2022, 44(5): 810-819.
[54] 鄭長傑, 何育澤, 丁選明, 欒魯寶, 陳業偉. 下臥基岩粘彈性地基上剛性條形基礎豎向振動回響研究. 岩土力學, 2022,43(06): 1434-1440+1452.
[55] 鄭長傑, 崔亦秦, 丁選明, 欒魯寶. 豎向動荷載作用下端承型群樁動力相互作用解析解. 岩土工程學報, 2022,44(12): 2187-2195.
[56] 鄭長傑, 蔡元傑, 何育澤, 欒魯寶. 下臥基岩粘彈性地基上剛性條形基礎的水平振動回響研究. 土木工程學報, 2023,56(02): 92-99.
[57] 鄭長傑, 崔亦秦, 吳琛, 羅通, 欒魯寶. 豎向入射S波作用下單樁水平地震回響簡化解析方法. 岩土力學, 2023, 44(02): 327-336.
[58] 鄭長傑, 何育澤, 甘世順, 欒魯寶. 黏彈性地基中埋置剛性圓柱狀基礎水平振動問題. 土木工程學報, 2022, 錄用.
獲獎記錄
[1] 2017年獲中國岩石力學與工程學會優秀博士論文獎
[2] 2018年獲江蘇省高等學校土木工程學科優秀博士論文獎
[3] 2020年入選福建省高層次人才
[4] 2021年入選福建省青年人才托舉工程
[5] 2022年獲福建省科技進步一等獎（排名3）
[6] 2022年入選中國科協青年人才托舉工程
[7] 2022年獲福建青年五四獎章
擔任職務
政協第十三屆福建省委員會委員。
