基本信息
姓名：崔振東
學位：博士
職稱：教授、博導
研究領域：城市地鐵隧道及地下工程、土動力學、軟土地基變形、高鐵路基加固、人工凍土及土工離心機試驗等
招收研究生專業：岩土工程、土木水利（土木工程）
E-mail：cuizhendong@cumt.edu.cn
個人簡介
崔振東，山東莒南人，2008年博士畢業于同濟大學土木工程學院地下建築與工程系，榮獲全國百篇優秀博士學位論文提名論文、上海市優秀博士學位論文、同濟大學優秀博士學位論文。香港科技大學土木與環境工程系博士後（2008.7-2009.7），美國科羅拉多大學博爾德分校訪問學者（2015.8-2016.8）。2010年6月調入伟德官网bv岩土工程研究所，從事科研、教學工作，擔任所長，2013年12月破格晉升教授。2012年入選江蘇省高校“青藍工程”優秀青年骨幹教師、2014年入選伟德官网bv第八批青年學術帶頭人、2015年入選伟德官网bv第八批優秀創新團隊“城市地鐵隧道及地下工程”團隊首席、2016年入選江蘇省“333人才工程”中青年科學技術帶頭人、2017年入選伟德官网bv第九批青年學術帶頭人。
主持國家自然科學基金面上項目、國家重點研發計劃子課題、國家自然科學基金青年項目、江蘇省自然科學基金、中國博士後科學基金特别資助、江蘇省博士後科學基金、深部岩土國家重點實驗室開放基金、凍土工程國家重點實驗室開放基金、伟德官网bv學科前沿研究專項基金、伟德官网bv第八批優秀創新團隊項目以及多項企業委托課題。在《Soil Dynamics and Earthquake Engineering》、《Computers and Geotechnics》、《Engineering Geology》、《International Journal of Rock Mechanics and Mining Sciences》、《Cold Regions Science and Technology》等雜志發表科研論文90餘篇，其中SCI收錄58篇；授權國家發明專利7件；出版英文專著2部、英文教材2部、中文教材1部。兼任中國土木工程學會岩土工程分會軟土工程專業委員會委員、國際土力學與岩土工程學會會員、中國土木工程學會會員、國際工程地質與環境協會會員。
主持縱向科研項目
[1] 國家自然科學基金面上項目，主餘震作用下軟土地區淺埋地鐵車站結構成災機理研究（項目編号：52378381）
[2] 國家重點研發計劃課題子課題，地鐵車站結構強震成災機理及災變控制（課題編号：2017YFC1500702-03）
[3] 國家自然科學基金青年基金，基于地下水位變化高層建築群引起土體分層沉降機理研究（項目編号：51208503）
[4] 江蘇省自然科學基金青年基金，地鐵盾構隧道周圍凍融土性狀與變形機理研究（項目編号：BK2012133）
[5] 中國博士後科學基金特别資助，高層建築群與地下水耦合作用下地面沉降機理及模型試驗（項目編号：2013T60573）
[6] 中國博士後科學基金面上資助，白垩系深部地層人工凍土的力學特性研究（項目編号：20110491487）
[7] 江蘇省博士後科學基金項目，南京地鐵隧道長期沉降機理及收斂變形量測技術研究（項目編号：1101005B）
[8] 凍土工程國家重點實驗室開放基金，地鐵隧道周圍凍融粘土的動力特征及融沉機理研究（項目編号：SKLFSE201407）
[9] 深部岩土力學與地下工程國家重點實驗室開放基金，深部地層人工凍土力學特性研究（項目編号：SKLGDUEK1005）
[10] 伟德官网bv優秀創新團隊“城市地鐵隧道及地下工程”（項目編号：2015QN001）
[11] 伟德官网bv學科前沿方向研究專項，基于抽水和回灌含水層與上覆粘土層耦合沉降機理研究（項目編号：2015XKQY15）
[12] 伟德官网bv創新人才科研基金，城市工程環境效應誘發地面沉降機理與模型試驗研究（項目編号：2013RC06）
[13] 伟德官网bv青年科技基金，軟土地區地鐵隧道長期沉降機理及收斂變形量測技術研究（項目編号：2011QNA14）
主持橫向科研項目
[1] 高鐵粗粒土邊坡坡面徑流及沖刷計算模型（合同号：2022320021）
[2] 鐵路路基邊坡坡面抗沖刷穩定性研究（合同号：2022320022）
[3] 高速鐵路裝配式環保新樁型結構研究及仿真分析（合同号：2020320017）
[4] 深厚複雜岩層功能梯度材料結構設計理論研究（合同号：2019320022）
[5] 功能梯度材料結構性能測試（合同号：2019320038）
[6] 龍翔路站~溪霞路站區間聯絡通道及泵房人工凍結（合同号：2015320011）
科研及教學獲獎
[1] 上海市科技進步二等獎《地鐵振動荷載作用下隧道周圍軟粘土動力響應特征及工程環境效應》
[2] 教育部自然科學二等獎《飽和軟粘土的動力響應特性及對地鐵振動荷載敏感性分析》
[3] 上海市自然科學三等獎《城市超強度開發誘發工程性地面沉降的變形機理與危害防控》
[4] 浙江省科技進步三等獎《城市軌道交通軟土地層人工凍結變形控制關鍵技術及應用》
[5] 江蘇省“十四五”重點教材《地下結構設計》
[6] 第三屆煤炭行業優秀教材二等獎
[7] 伟德官网bv教學成果一等獎
[8] 伟德官网bv百佳本科教學教師
[9] 伟德官网bv“最受學生歡迎的教師”獎
[10] 伟德官网bv線上一流本科課程
指導學生獲獎
[1] 指導本科生獲得江蘇省優秀本科畢業論文一等獎2人（論文作者：張忠良、張通通）
[2] 指導本科生獲得江蘇省優秀本科畢業論文二等獎2人（論文作者：賈亞傑、何鵬鵬）
[3] 指導本科生獲得江蘇省優秀本科畢業設計三等獎1人（設計作者：王岩峻）
[4] 指導研究生獲得江蘇省高等學校土木學科呂志濤院士優秀研究生論文（論文作者：賈亞傑）
[5] 指導本科生獲得伟德官网bv優秀本科畢業設計（論文）8人（黃夢輝、闫家森、王岩峻、張通通、張忠良、李丁、何鵬鵬、賈亞傑）
[6] 指導研究生獲得伟德官网bv優秀碩士學位論文5人（論文作者：侯晨煜、魏聖明、許旭兵、李丁、賈亞傑）
[7] 指導研究生獲得國家獎學金8人次（賈亞傑、任世玺、何鵬鵬、袁強、趙羚子、楊家強、張忠良、張隆基）
英文專著
[1] Zhen-Dong Cui, Zhong-Liang Zhang, Zhi-Xiang Zhan, Peng-Peng He, Chen-Yu Hou, Yan-Kun Zhang. Dynamics of Freezing-Thawing Soil around Shield Subway Tunnels. Springer Press, 2020.
[2] Zhen-Dong Cui. Land Subsidence Induced by the Engineering-Environmental Effect. Springer Press, 2018.
中英文教材
[1] 崔振東. 地下結構設計. 中國建築工業出版社，2022.（江蘇省重點教材、住建部“十四五”規劃教材）
[2] Zhen-Dong Cui, Zhong-Liang Zhang, Li Yuan, Zhi-Xiang Zhan, Wan-Kai Zhang. Design of Underground Structures. Springer Press, 2020.
[3] Zhen-Dong Cui. Soil Dynamics.伟德官网bv出版社, 2020.（高等教育“十三五”規劃教材）
代表性論文
[1] Cui ZD*, Zhang LJ, Hou CY (2023). Seismic behavior of subway station in the soft clay field before and after freeze-thaw cycle. Soil Dynamics and Earthquake Engineering, 2023, 175, 108222.
[2] Cui ZD*, Zhang LJ, Zhan ZX (2023). Seismic response analysis of shallowly buried subway station in inhomogeneous clay site. Soil Dynamics and Earthquake Engineering, 2023, 17, 107986. (SCI, WOS: 000991985200001)
[3] Cui ZD*, Zhang LJ, Hou CY (2023). Equivalent seismic behaviors of artificial frozen-thawed soft clay with a new reduction factor of shear stress. Cold Regions Science and Technology, 2023, 213: 103934. (SCI, WOS: 001032059000001)
[4] Cui ZD*, Huang MH, Hou CY, Yuan L (2023). Seismic deformation behaviors of the soft clay after freezing-thawing. Geomechanics and Engineering, 2023, 34(3): 303-316. (SCI, WOS: 001045090700006)
[5] Cui ZD*, Zhang LJ, Xu, C (2023). Numerical simulation of freezing temperature field and frost heave deformation for deep foundation pit by AGF. Cold Regions Science and Technology, 2023, 213: 103908. (SCI, WOS: 001011596000001)
[6] Cui ZD*, Zhang LJ, Zhan ZX (2023). Dynamic shear modulus and damping ratio of saturated soft clay under the seismic loading. Geomechanics and Engineering, 2023, 32(4): 411-426. (SCI, WOS: 000863219600005)
[7] Xu XB, Cui ZD*(2022). Investigation of One-dimensional Consolidation of Fractional Derivative Model for Viscoelastic Saturated Soils Caused by the Groundwater Level Change. KSCE JOURNAL OF CIVIL ENGINEERING, 26(12): 4997-5009. (SCI, WOS: 000863219600005)
[8] Wei SM, Yuan L*, Cui ZD* (2021) Application of closest point projection method to unified hardening model. Computers and Geotechnics, 133: 104064. (SCI, WOS:000641590800006)
[9] Yang JQ, Cui ZD* (2020) Influences of train speed on permanent deformation of saturated soft soil under partial drainage conditions. Soil Dynamics and Earthquake Engineering, 133:106120. (SCI, WOS:000527323700016)
[10] Xu XB, Cui ZD* (2020) Investigation of a fractional derivative creep model of clay and its numerical implementation. Computers and Geotechnics, 119: 103387. (SCI, WOS: 000517663100030)
[11] Zhang ZL, Cui ZD* (2018) Effect of freezing-thawing on dynamic characteristics of the silty clay under K0-consolidated condition. Cold Regions Science and Technology, 146: 32-42. (SCI, WOS: 000423963300004)
[12] Zhang ZL, Cui ZD* (2018) Effects of freezing-thawing and cyclic loading on pore size distribution of silty clay by mercury intrusion porosimetry. Cold Regions Science and Technology, 145: 185-196. (SCI, WOS: 000415834800020)
[13] Cui ZD*, Yuan Q, Yang JQ (2018) Laboratory model tests about the sand embankment supported by piles with a cap beam. Geomechanics and Geoengineering an international Journal, 13(1): 64-76. (SCI, WOS: 000437148600007)
[14] Li Z, Cui ZD* (2017) Axisymmetric consolidation of saturated multi-layered soils with anisotropic permeability due to well pumping. Computers and Geotechnics, 92: 229-239. (SCI, WOS: 000414878800019)
[15] Cui ZD*, Li Z, Jia YJ (2016) Model test study on the subsidence of high-rise building group due to the variation of groundwater level. Natural Hazards, 84(1): 35-53. (SCI, WOS: 000384568300003)
[16] Cui ZD*, Jia YJ, Yuan L (2016) Distribution law of soil deformation caused by decompression of confined water. Environmental Earth Sciences, 75(18): 1281. (SCI, WOS: 000384333000048)
[17] Cui ZD*, Yang JQ, Yuan L (2015) Land subsidence caused by the interaction of high-rise buildings in soft soil areas. Natural Hazards, 79(2): 1199–1217. (SCI, WOS: 000362894600027)
[18] Cui ZD*, Zhang ZL (2015) Comparison of dynamic characteristics of the silty clay before and after freezing and thawing under the subway vibration loading. Cold Regions Science and Technology, 119: 29-36. (SCI, WOS: 000362381900003)
[19] Cui ZD*, Yuan Q (2015) Study on the settlement caused by the Maglev train. Natural Hazards, 75(2): 1767-1778. (SCI, WOS: 000346407100036)
[20] Cui ZD*, Tan J (2015) Analysis of long-term settlements of Shanghai Subway Line 1 based on the in situ monitoring data. Natural Hazards, 75(1): 465-472. (SCI, WOS: 000345971600021)
[21] Cui ZD*, Ren SX (2014) Prediction of long-term settlements of subway tunnel in the soft soil area. Natural Hazards, 74(2):1007-1020. (SCI, WOS: 000342910400038)
[22] Cui ZD*, He PP, Yang WH (2014) Mechanical properties of a silty clay subjected to freezing-thawing. Cold Regions Science and Technology, 98: 26-34. (SCI, WOS: 000331412400004)
[23] Cui ZD*, Jia YJ (2013) Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups. Engineering Geology, 164: 107-116. (SCI, WOS: 000324963500010)
[24] Yuan L, Cui ZD (2013) Reliability analysis for the consecutive-k-out-of-n: F system with repairmen taking multiple vacations. Applied Mathematical Modelling, 37(7): 4685-4697. (SCI, WOS: 000316579600009)
[25] Cui ZD* (2012) Bearing capacity of single pile and in-flight T-Bar Penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings. Bull Eng Geol Environ, 71(3): 579-586. (SCI, WOS: 000307286700014)
[26] Cui ZD* (2011) Effect of water-silt composite blasting on the stability of rocks surrounding a tunnel. Bull Eng Geol Environ, 70(4): 657-664. (SCI, WOS: 000299511100014)
[27] Cui ZD*, Tang YQ (2011) Microstructures of different soil layers caused by the high-rise building group in Shanghai. Environmental Earth Sciences, 63(1): 109-119. (SCI, WOS: 000289366100009)
[28] Cui ZD*, Yuan L, Yan CL (2010) Water-silt composite blasting for tunneling. International Journal of Rock Mechanics and Mining Sciences, 47(6): 1034-1037. (SCI, WOS: 000280610200016)
[29] Cui ZD*, Wang HM (2010) Land Subsidence at Different Points among a Group of High-Rise Buildings [J]. Disaster Advances, 3(4): 63-66. (SCI, WOS: 000282837700010)
[30] Cui ZD*, Tang YQ (2010) Land subsidence and pore structure of soils caused by the high-rise building group through centrifuge model test. Engineering Geology, 113(1-4): 44-52. (SCI, WOS: 000278804900004)
[31] Cui ZD*, Tang YQ, Yan XX, Wang HM, Yan CL, Wang JX (2010) Evaluation of the geology-environmental capacity of buildings based on the ANFIS model of the floor area ratio. Bull Eng Geol Environ, 69(1): 111-118. (SCI, WOS: 000273786300011)
[32] Cui ZD*, Tang YQ, Yan XX (2010) Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area. Environmental Earth Sciences, 59(8): 1819-1826. (SCI, WOS: 000274182100019)
[33] Tang YQ, Cui ZD, Wang JX, Yan LP, Yan XX (2008) Application of grey theory-based model to prediction of land subsidence due to engineering environment in Shanghai. Environmental Geology, 55(3): 583-593. (SCI, WOS: 000257581800010)
[34] Tang YQ, Cui ZD, Zhang X, Zhao SK (2008) Dynamic response and pore-water pressure model of saturated soft clay around a tunnel induced by the subway vibration load. Engineering Geology, 98(3-4):126-132. (SCI, WOS: 000256608100005)
[35] Tang YQ, Cui ZD, Wang JX, Lu C, Yan XX (2008) Model test study of land subsidence caused by high-rise building group. Bull Eng Geol Environ, 67(2):173-179. (SCI, WOS: 000255861100004)
