标题：崔振东
个人简介
  崔振东，副教授，硕士生导师，山东莒南人。2008年7月博士毕业于同济大学地下建筑与工程系，然后在香港科技大学土木与环境工程系进行博士后工作研究。2010年6月进入中国矿业大学力学与建筑工程学院岩土工程研究所从事科研教学工作。主要研究方向：软土固结沉降机理、冻结法凿井、流固耦合振动等。在International Journal of Rock Mechanics and Mining Sciences、Engineering Geology等杂志发表科研论文33篇，其中SCI检索源论文11篇。
学术科研
目前兼任国际工程地质与环境协会会员(IAEG)；国际灾害管理协会会员(FICDM)；Disaster Advances杂志编委；Environmental Earth Sciences, Neural Computing & Applications等国际杂志审稿人。荣获2010年上海市优秀博士学位论文；2008年上海市科技进步二等奖1项；2009年同济大学优秀博士学位论文；2008年上海市优秀毕业生；2007年上海市优秀学生；2007年韩国龙奖学金一等奖；2006年中国海外奖学金一等奖；2008年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）；2006年同济大学优秀学生；2006年同济大学土木学院优秀党员等奖励及荣誉称号。
※学术交流
[1]参加International Conference of Disaster Prevention Technology and Management (DPTM-2010)国际会议。重庆：2010.10
[2]参加International Conference on Earthquake Engineering – the 1st Anniversary of Wenchuan Earthquake国际会议，作论文报告。成都：2009.5
[3]参加The Six International Symposium Geotechnical Aspects of Underground Construction in Soft Ground国际会议，作论文报告。上海：2008.4
[4]参加The 4th Japan-China Joint Seminar for the Graduate Students in Civil Engineering，作学术报告并作为研究生代表作大会发言。日本长崎大学：2007.10
※主持或参与的科研项目
[1](2009.1-2011.12) 国家自然科学基金项目（NO.40872178）：软土地区密集建筑群工程环境效应与地面沉降机理研究，排名第4 (博士论文资助项目)；
[2](2008.7-2009.8) 香港科技大学博士后课题：Centrifuge modeling of railway embankments supported by stone columns in Malaysia, 课题负责；
[3](2008.7-2009.8) 香港科技大学博士后课题：天津滨海新区地面沉降离心模型试验研究，课题负责；
[4](2007.2-2008.9) 国土资源部与上海市政府重大课题子课题：上海市地面建筑地质环境容量评价方法及应用研究，主要完成人员；
※近3年发表的主要科研论文
[1]Cui, Z.D., Yuan L., Yan C.L. Water-silt composite blasting for tunneling [J]. International Journal of Rock Mechanics and Mining Sciences, 2010, 47(6): 1034-1037. (SCI, EI)
[2]Cui, Z.D., Tang, Y.Q. Land subsidence and pore structure of soils caused by the high-rise building group through centrifuge model test [J]. Engineering Geology, 2010, 113(1-4): 44-52. (SCI, EI)
[3]Cui, Z.D., Tang, Y.Q., Yan, X.X. Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area [J]. Environ Earth Sci, 2010, 59(8): 1819-1826. (SCI, EI)
[4]Cui, Z.D., Tang, Y.Q., Yan, X.X., et al. Evaluation of the geology-environmental capacity of the buildings based on the ANFIS model of the floor area ratio [J]. Bull Eng Geol Environ, 2010, 69(1): 111-118. (SCI, EI)
[5]Cui, Z.D., Wang, H. M. Land Subsidence at Different Points among a Group of High-Rise Buildings [J]. Disaster Advances, 2010, 3(4): 63-66. (SCI)
[6]Cui, Z.D., Tang, Y.Q. Microstructures of different soil layers caused by the high-rise building group in Shanghai [J]. Environ Earth Sci, 2010, doi:10.1007/. (SCI, EI)
[7]Cui, Z.D., Yuan L., Yan L.P., et al. Stability analysis and measurement of flow-induced vibration of a parallel-plate structure [A]. International Conference on Earthquake Engineering – the 1st Anniversary of Wenchuan Earthquake, 2009, 288-293.(ISTP)
[8]Cui, Z.D., Tang, Y.Q., Guo C.Q., et al. Flow-induced Vibration and Stability of an Element Model for Parallel-plate fuel assemblies [J]. Nuclear Engineering and Design, 2008, 238(7):1629-1635. (SCI, EI)
[9]Cui, Z.D., Tang, Y.Q., Zhang X. Deformation and pore pressure model of Saturated Soft Clay around a Subway Tunnel [A].The Six International Symposium Geotechnical Aspects of Underground Construction in Soft Ground, 2008, 769-774.
[10]Tang, Y.Q., Cui, Z.D., Wang J.X., et al. Model test study of land subsidence caused by the high-rise building group [J]. Bull Eng Geol Environ, 2008, 67(2):173-179. (SCI, EI)
[11]Tang, Y.Q., Cui, Z.D., Wang J.X., et al. Application of grey theory-based model to prediction of land subsidence due to engineering environment in Shanghai [J]. Environ Geol, 2008, 55(3): 583-593. (SCI, EI)
[12]Tang, Y.Q., Cui, Z.D., Zhang X., et al. Dynamic response and pore-water pressure model of saturated soft clay around a tunnel induced by the subway vibration load [J]. Engineering Geology, 2008, 98(3-4):126-132. (SCI, EI)[1]