基本信息
姓名：崔振东
学位：博士
职称：教授、博导
研究领域：城市地铁隧道、土动力学、地下结构抗震抗火、深地能源结构、高铁路基加固、人工冻土、土工离心机试验等
招收研究生专业：岩土工程、土木水利、深地科学与工程、能源科学与工程
E-mail：cuizhendong@cumt.edu.cn
个人简介
崔振东，山东莒南人，教授，博士生导师，全国百篇优秀博士学位论文提名论文、国家一流课程《地下结构设计》负责人。2008年博士毕业于同济大学土木工程学院地下建筑与工程系，荣获全国百篇优秀博士学位论文提名论文、上海市优秀博士学位论文、同济大学优秀博士学位论文。香港科技大学土木与环境工程系博士后（2008.7-2009.7），美国科罗拉多大学博尔德分校访问学者（2015.8-2016.8）。2010年6月调入中国矿业大学岩土工程研究所，从事科研、教学工作，担任所长，2013年12月破格晋升教授。2012年入选江苏省高校“青蓝工程”优秀青年骨干教师、2014年入选中国矿业大学第八批青年学术带头人、2015年入选中国矿业大学第八批优秀创新团队“城市地铁隧道及地下工程”团队首席、2016年入选江苏省“333人才工程”中青年科学技术带头人、2017年入选中国矿业大学第九批青年学术带头人。主持国家自然科学基金面上项目、国家重点研发计划子课题、国家自然科学基金青年项目、江苏省自然科学基金、中国博士后科学基金特别资助、江苏省博士后科学基金、深部岩土国家重点实验室开放基金、冻土工程国家重点实验室开放基金、中国矿业大学学科前沿研究专项基金、中国矿业大学第八批优秀创新团队项目以及多项企业委托课题。在《Computers and Geotechnics》、《Engineering Geology》、《Soil Dynamics and Earthquake Engineering》、《Engineering Structures》、《International Journal of Rock Mechanics and Mining Sciences》、《Tunnelling and Underground Space Technology》、《Acta Geotechnica》、《Cold Regions Science and Technology》等杂志发表科研论文146篇，其中SCI收录101篇；授权国家发明专利12件；出版英文专著4部、英文教材3部、中文教材1部。兼任中国土木工程学会岩土工程分会软土工程专业委员会委员、国际土力学与岩土工程学会会员、中国土木工程学会会员、国际工程地质与环境协会会员。
主持纵向科研项目
[1]国家自然科学基金面上项目，主余震作用下软土地区浅埋地铁车站结构成灾机理研究（项目编号：52378381）
[2]企业委托科研项目，基于数据-知识双驱动的盾构刀盘刀具地层适应性智能生成理论与技术平台研发（合同号：2025320135）
[3]企业委托科研项目，海域环境复杂地层能源引水隧洞安全建造与健康运维研究（合同号：2025320167）
[4]国家重点研发计划项目子课题，地铁车站结构强震成灾机理及灾变控制（课题编号：2017YFC1500702-03）
[5]企业委托科研项目，高铁粗粒土边坡坡面径流及冲刷计算模型（合同号：2022320021）
[6]企业委托科研项目，铁路路基边坡坡面抗冲刷稳定性研究（合同号：2022320022）
[7]国家自然科学基金青年基金，基于地下水位变化高层建筑群引起土体分层沉降机理研究（项目编号：51208503）
[8]江苏省自然科学基金青年基金，地铁盾构隧道周围冻融土性状与变形机理研究（项目编号：BK2012133）
[9]中国博士后科学基金特别资助，高层建筑群与地下水耦合作用下地面沉降机理及模型试验（项目编号：2013T60573）
[10]企业委托科研项目，高速铁路装配式环保新桩型结构研究及仿真分析（合同号：2020320017）
[11]企业委托科研项目，深厚复杂岩层功能梯度材料结构设计理论研究（合同号：2019320022）
[12]企业委托科研项目，功能梯度材料结构性能测试（合同号：2019320038）
[13]中国博士后科学基金面上资助，白垩系深部地层人工冻土的力学特性研究（项目编号：20110491487）
[14]江苏省博士后科学基金项目，南京地铁隧道长期沉降机理及收敛变形量测技术研究（项目编号：1101005B）
[15]冻土工程国家重点实验室开放基金，地铁隧道周围冻融粘土的动力特征及融沉机理研究（项目编号：SKLFSE201407）
[16]深部岩土力学与地下工程国家重点实验室开放基金，深部地层人工冻土力学特性研究（项目编号：SKLGDUEK1005）
[17]中国矿业大学优秀创新团队“城市地铁隧道及地下工程”（项目编号：2015QN001）
[18]中国矿业大学学科前沿方向研究专项，基于抽水和回灌含水层与上覆粘土层耦合沉降机理研究（项目编号：2015XKQY15）
[19]中国矿业大学创新人才科研基金，城市工程环境效应诱发地面沉降机理与模型试验研究（项目编号：2013RC06）
[20]中国矿业大学青年科技基金，软土地区地铁隧道长期沉降机理及收敛变形量测技术研究（项目编号：2011QNA14）
[21]企业委托科研项目，龙翔路站~溪霞路站区间联络通道及泵房人工冻结（合同号：2015320011）
科研及教学获奖
[1]上海市科技进步二等奖《地铁振动荷载作用下隧道周围软粘土动力响应特征及工程环境效应》
[2]教育部自然科学二等奖《饱和软粘土的动力响应特性及对地铁振动荷载敏感性分析》
[3]上海市自然科学三等奖《城市超强度开发诱发工程性地面沉降的变形机理与危害防控》
[4]浙江省科技进步三等奖《城市轨道交通软土地层人工冻结变形控制关键技术及应用》
[5]全国优秀博士学位论文提名论文
[6]上海市优秀博士学位论文
[7]同济大学优秀博士学位论文
[8]国家线上一流课程《地下结构设计》
[9]江苏省“十四五”规划教材《地下结构设计（第二版）》
[10]江苏省“十四五”重点教材《地下结构设计（第二版）》
[11]江苏省线上一流课程《地下结构设计》
[12]中国矿业大学优秀教材一等奖《地下结构设计（第二版）》
[13]第三届煤炭行业优秀教材二等奖《地下结构设计》
[14]中国矿业大学教学成果一等奖
[15]中国矿业大学“最受学生欢迎的教师”
[16]中国矿业大学百佳本科教学教师
[17]中国矿业大学教学优秀教师
[18]中国矿业大学教学改革创新优秀教师
[19]中国矿业大学教书育人先进个人
指导学生获奖
[1]指导本科生获得江苏省优秀本科毕业论文一等奖2篇（张忠良、张通通）
[2]指导本科生获得江苏省优秀本科毕业论文二等奖2篇（贾亚杰、何鹏鹏）
[3]指导本科生获得江苏省优秀本科毕业设计三等奖1篇（王岩峻）
[4]指导本科生获得第一届全国土建类学科专业优秀本科毕业设计三等奖1篇（朱张林）
[5]指导研究生获得江苏省高等学校土木学科吕志涛院士优秀研究生学位论文2篇（贾亚杰、张隆基）
[6]指导本科生获得中国矿业大学优秀本科毕业设计（论文）10篇（陆睿、郭镭振、黄梦辉、闫家森、王岩峻、张通通、张忠良、李丁、何鹏鹏、贾亚杰）
[7]指导研究生获得中国矿业大学优秀硕士学位论文6篇（张隆基、徐敏哲、侯晨煜、许旭兵、李丁、贾亚杰）
[8]指导博士硕士研究生获得国家奖学金10人次（贾亚杰、任世玺、何鹏鹏、袁强、赵羚子、杨家强、张忠良、张隆基）
英文专著
[1]Zhen-Dong Cui, Long-Ji Zhang, Li Yuan, Chen-Yu Hou, Zhi-Xiang Zhan. Seismic response of soils and subway stations. Springer Press, 2026.
[2]Zhen-Dong Cui. Interaction Between Soil Foundation and Subway Shield Tunnel. Springer Press, 2023.
[3]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.
[4]Zhen-Dong Cui. Land Subsidence Induced by the Engineering-Environmental Effect. Springer Press, 2018.
中英文教材
[1]Zhen-Dong Cui. Theory of Underground Engineering Structures. 中国建筑工业出版社，2025.（住建部“十四五”规划教材、中国矿业大学 “十四五”规划教材）.
[2]崔振东. 地下结构设计（第二版）. 中国建筑工业出版社，2022.（江苏省“十四五”规划教材、江苏省“十四五”重点教材、住建部“十四五”规划教材）
[3]Zhen-Dong Cui, Zhong-Liang Zhang, Li Yuan, Zhi-Xiang Zhan, Wan-Kai Zhang. Design of Underground Structures. Springer Press, 2020.
[4]Zhen-Dong Cui. Soil Dynamics.中国矿业大学出版社, 2020.（高等教育“十三五”规划教材）
代表性论文
[1]Zhang LJ, Cui ZD*, Huang MH, Yan JS, Wang SY (2026). Effect of pile foundation on seismic response of adjacent subway station buried in sand site by centrifuge shaking table tests. Engineering Structures, 2026, 359, 122728.
[2]Rao JX, Cui, ZD*, Zhu ZL, Li KX (2026). Deformation response and damage evolution of subway station under earthquake and post-earthquake fire. Tunneling and Underground Space Technology,2026, 169: 107320.
[3]Zhang ZL, Cui ZD*, He PP, Pak RYS (2026). Impact of aftershocks on the response of a post-mainshock damaged metro station structure in seismic subsidence site. Tunneling and Underground Space Technology,2026, 171: 107456.
[4]Yu L, Cui ZD*, Jing LP, Wang G (2026). Shaking table test and numerical simulation of dynamic interaction for single pile-soil-structure model. Soil Dynamics and Earthquake Engineering, 2026, 208: 110403.
[5]Zhang LJ, Cui ZD*, Huang MH (2026). Effect of reconsolidation degree on cyclic shear behaviors of soft clay. Acta Geotecnica, 2026, 21(5): 2803-2823.
[6]Cui ZD*, Xu MZ, Wang XD (2025). Investigation of elastoplastic constitutive model of rubber-sand mixture. Computers and Geotechnics, 176: 106904.
[7]Zhang LJ, Cui ZD*, Huang MH (2025). Energy-based evaluation of cyclic shear behaviors of soft clay under mainshock-aftershock sequence loading. Soil Dynamics and Earthquake Engineering, 2025, 197: 109540.
[8]Huang MH, Cui ZD*, Zhang LJ (2025). Effect of initial static shear stress on cyclic properties of soft clay in constant volume simple shear tests. Soil Dynamics and Earthquake Engineering, 2025, 197: 109540.
[9]Zhang ZL, Cui ZD*, Xu MZ (2025). Experimental investigation of the undrained dynamic behavior of soft clay under equivalent earthquake loadings. Soil Dynamics and Earthquake Engineering, 2025, 190,109138.
[10]Zhang ZL, Cui ZD*, Yan WX (2025). Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests. Acta Geotechnica, 2025, 20(9): 4411-4430.
[11]Zhang ZL, Cui ZD*, He PP, Zhao CY, Pak RYS (2025). Collapse modeling of a subway station structure in seismic subsidence site under strong mainshock-aftershock sequences. Computers and Geotechnics, 187: 107478.
[12]Cui ZD*, Sui TY, Wang SY, Yuan L (2024). Seismic response of subway station subjected to mainshock-aftershock sequences by centrifuge shaking table tests. Soil Dynamics and Earthquake Engineering, 2024, 176,108327.
[13]Cui ZD*, Zhang LJ, Fan KK, Yuan L (2024). Coupling effect of freezing‑thawing cycles and dynamic loading on the accumulative deformation and microstructure of foam concrete. Materials and Structures, 2024, 57: 136.
[14]Cui ZD*, Yan WX, Wang SY (2024). Collapse failure mechanism of subway station under mainshock-aftershocks in the soft area. Geomechanics and Engineering, 2024, 36(3): 303-316.
[15]Cui ZD*, Zhu ZL, Yuan L, Zhang ZL, Zhao CY (2024). Effect of shield tunnel underpass construction on the upper existing pipeline. Geomechanics and Engineering, 2024, 39(4): 369-383.
[16]Yang JQ, Cui ZD*, Xi BL, Song WL (2024). Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure. Soil Dynamics and Earthquake Engineering, 2024, 179,108508.
[17]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.
[18]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.
[19]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.
[20]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.
[21]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.
[22]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.
[23]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.
[24]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.
[25]Xu XB, Cui ZD* (2020) Investigation of a fractional derivative creep model of clay and its numerical implementation. Computers and Geotechnics, 119: 103387.
[26]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.
[27]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.
[28]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.
[29]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.
[30]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.
[31]Cui ZD*, Jia YJ, Yuan L (2016) Distribution law of soil deformation caused by decompression of confined water. Environmental Earth Sciences, 75(18): 1281.
[32]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.
[33]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.
[34]Cui ZD*, Yuan Q (2015) Study on the settlement caused by the Maglev train. Natural Hazards, 75(2): 1767-1778.
[35]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.
[36]Cui ZD*, Ren SX (2014) Prediction of long-term settlements of subway tunnel in the soft soil area. Natural Hazards, 74(2):1007-1020.
[37]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.
[38]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.
[39]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.
[40]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.
[41]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.
[42]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.
[43]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.
[44]Cui ZD*, Wang HM (2010) Land Subsidence at Different Points among a Group of High-Rise Buildings [J]. Disaster Advances, 3(4): 63-66.
[45]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.
[46]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.
[47]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.
[48]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.
[49]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.
[50]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.
更新日期：2026年10月20日
