基本信息
姓名：崔振东
出生年月：1978年1月
学位：博士
职称：教授、硕导
研究领域：城市地铁隧道及地下工程、土动力学、软土地基变形、高铁路基加固、人工冻土及土工离心机试验等
招收研究生专业：岩土工程
E-mail：cuizhendong@cumt.edu.cn
个人简介
崔振东，山东莒南人，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，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”第三层次、2017年入选中国矿业大学第九批青年学术带头人、2018年1月起聘为教授三级岗。
主要从事城市地铁隧道及地下工程、土动力学、软土地基变形、高铁路基加固、人工冻土及土工离心机试验等方面研究。在《Computers and Geotechnics》、《Engineering Geology》、《Soil Dynamics and Earthquake Engineering》、《International Journal of Rock Mechanics and Mining Sciences》、《Cold Regions Science and Technology》等杂志发表科研论文80余篇，其中SCI收录47篇；授权国家发明专利6件；出版英文专著2部、英文教材2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。主持完成或在研国家重点研发项目子课题、国家自然科学基金、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及多项企业委托课题。主持完成中国矿业大学本科教改项目3项、江苏省研究生教改项目1项、中国矿业大学研究生教改项目2项。
科研获奖
[1] 荣获全国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
[2] 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》
[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] 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》
[5] 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》
[6] 江苏省高等学校土木学科吕志涛院士优秀研究生论文指导教师（论文作者：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5人（论文作者：侯晨煜、魏圣明、许旭兵、李丁、贾亚杰）
[8] 指导研究生获得国家奖学金7人（贾亚杰、任世玺、何鹏鹏、袁强、赵羚子、杨家强、张忠良）
教学获奖
[1] 《地下结构设计》获江苏省“十四五”重点教材、第三届煤炭行业优秀教材二等奖、中国矿业大学教学成果一等奖、中国矿业大学线上一流本科课程
[2] 中国矿业大学百佳本科教学教师、中国矿业大学“最受学生欢迎的教师”奖
[3] 指导本科生获得江苏省优秀本科毕业设计（论文）一等奖2人（论文作者：张忠良、张通通）
[4] 指导本科生获得江苏省优秀本科毕业设计（论文）二等奖2人（论文作者：贾亚杰、何鹏鹏）
[5] 指导本科生获得江苏省优秀本科毕业设计（论文）三等奖1人（设计作者：王岩峻）
[6] 指导本科生获得中国矿业大学优秀本科毕业设计（论文）8人（黄梦辉、闫家森、王岩峻、张通通、张忠良、李丁、何鹏鹏、贾亚杰）
人才项目及称号
[1] 2016年入选江苏省“333人才工程”第三层次
[2] 2012年入选江苏省高校“青蓝工程”优秀青年骨干教师
[3] 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”首席专家
[4] 2017年入选中国矿业大学第九批青年学术带头人
[5] 2014年入选中国矿业大学第八批青年学术带头人
其他荣誉及获奖
[1] 2018年和2014年获中国矿业大学优秀共产党员、2012年中国矿业大学十佳青年教职工
[2] 2008年度全国地震工程与风险管理奖学金（黑龙江恢先地震工程学基金会）
[3] 2008年上海市高等学校优秀毕业生、2007年上海市优秀学生
[4] 2007年韩国龙奖学金一等奖、2006年中国海外奖学金一等奖、2006年同济大学优秀学生
[5] 2007年同济大学首届研究生“学术先锋”评选博士组季
专著及教材
[1] Zhen-Dong Cui, Zhong-Liang Zhang, Zhi-Xiang Zhan, et al. 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.
[3] 崔振东. 地下结构设计（第2版）. 中国建筑工业出版社，2022.（江苏省重点教材、住建部“十四五”规划教材）
[4] Zhen-Dong Cui, Zhong-Liang Zhang, Li Yuan, et al. Design of Underground Structures. Springer Press, 2020.
[5] 崔振东, 张忠良. 地下结构设计. 中国建筑工业出版社，2017. （住建部“十三五”规划教材）
[6] 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）
论文发表
1. Zhang ZL, Cui ZD*, Zhao LZ (2022). Modeling shear behavior of sand‑clay interfaces through two‑dimensional distinct element method analysis. Environmental Earth Sciences, 81:140. (SCI, WOS: 000757380300003)
2. Hou CY, Cui ZD* (2021). Quantitative Analysis of the Microstructures of Deep Silty Clay Subjected to Two Freezing–Thawing Cycles under Subway Vibration Loading. Journal of Cold Regions Engineering, ASCE, 35(4): 04021012. (SCI, WOS: 000708121500008)
3. 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)
4. Hou CY, Cui ZD*, Yuan L (2020) Accumulated deformation and microstructure of deep silty clay subjected to two freezing-thawing cycles under cyclic loading. Arabian Journal of Geosciences, 13(12): 452. (SCI, WOS:000542660000003)
5. 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)
6. Zhan ZX, Cui ZD*, Yang P, Zhang T (2020) In situ monitoring of temperature and deformation fields of a tunnel cross passage in Changzhou Metro constructed by AGF. Arabian Journal of Geosciences, 13(8): 310. (SCI, WOS:000524236600001)
7. Zhang ZL, Cui ZD*, Zhao LZ (2020) Shear strength of sand-clay interfaces through large-scale direct shear tests. Arabian Journal for Science and Engineering, 45(5): 4343-4357. (SCI, WOS:000519505700001)
8. Yuan L, Cui ZD*, Yang JQ, Jia YJ (2020) Land subsidence induced by the engineering-environmental effect in Shanghai, China. Arabian Journal of Geosciences, 13(6):251. (SCI, WOS:000519254600005)
9. 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)
10. Cui ZD*, Jia YJ (2018) Physical Model Test of Layered Soil Subsidence Considering Dual Effects of Building Load and Groundwater Withdrawal. Arabian Journal for Science and Engineering, 43(4): 1721-1734. (SCI, WOS: 000427997400015)
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. Zhang ZL, Cui ZD* (2017) Analysis of microscopic pore structures of the silty clay before and after freezing–thawing under the subway vibration loading. Environmental Earth Sciences, 76(15): 528. (SCI, WOS: 000407545200021)
16. Zhang CL, Cui ZD* (2017) Numerical simulation of dynamic response around shield tunnel in the soft soil area. Marine Georesources & Geotechnology, 35(7): 1018-1027. (SCI, WOS: 000408912800014)
17. Yuan L, Cui ZD*, Tan J (2017) Numerical Simulation of Longitudinal Settlement of Shield Tunnel in the Coastal City, Shanghai. Marine Georesources & Geotechnology, 35(3): 365-370. (SCI, WOS: 000398567600007)
18. 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)
19. 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)
20. Tan J, Cui ZD*, Yuan Y (2016) Study on the Long-term Settlement of Subway Tunnel in Soft Soil Area. Marine Georesources & Geotechnology, 34(5): 486-492. (SCI, WOS: 000372448400009)
21. Cui ZD*, Zhao LZ, Yuan L (2016) Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests. Carbonates and Evaporites, 31(1):47-60. (SCI, WOS: 000371164000006)
22. Yuan Q, Cui ZD* (2016) Two-Dimensional Numerical Analysis of the Subgrade Improved by Stone Columns in the Soft Soil Area. Marine Georesources & Geotechnology, 34(1): 79-86. (SCI, WOS: 000367347700009)
23. 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)
24. 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)
25.He PP, Cui ZD* (2015) Dynamic response of a thawing soil around the tunnel under the vibration load of subway. Environmental Earth Sciences, 73(5): 2473-2482. (SCI, WOS: 000349360600043)
26. Cui ZD*, Yuan Q (2015) Study on the settlement caused by the Maglev train. Natural Hazards, 75(2): 1767-1778. (SCI, WOS: 000346407100036)
27. 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)
28. 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)
29. 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)
30.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)
31. Song L, Cui ZD, Zhang HQ (2013) Analysis and treatment of the fault activation below the dynamic foundation in the goaf area. Disaster Advances, 6(S1): 337-342. (SCI, WOS: 000317246200044)
32.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)
33.Cui ZD*, Jia YJ (2012) Study on the mechanisms of the soil consolidation and land subsidence caused by the high-rise building group in the soft soil area. Disaster Advances, 5(4): 604-608. (SCI, WOS: 000313100100098)
34. Cui ZD*, Ren SX (2012) Long-term deformation characteristics of the soil around the subway tunnel induced by the vibration loading. Disaster Advances, 5(4): 1791-1797. (SCI, WOS: 000313100100312)
35. 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)
36. Cui ZD* (2012) Land subsidence disaster caused by natural factors and human activities. Disaster Advances, 5(2): 3-4. (SCI, WOS: 000303786600001)
37. 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)
38. 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)
39. 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)
40. 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)
41. 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)
42. 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)
43. 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)
44.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)
45. Cui ZD*, Tang YQ, Guo CQ, Yuan L, Yan CL (2008) Flow-induced Vibration and Stability of an Element Model for Parallel-plate fuel assemblies. Nuclear Engineering and Design, 238(7):1629-1635. (SCI, WOS: 000256951000014)
46. 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)
47. 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)
*noted the corresponding author.
