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、软土地基变形、高铁路堤加固、轨道及地基动力相互作用、土动力学及人工冻土等
招收研究生专业：岩土工程
E-mail：cuizhendong@cumt.edu.cn
个人简介：
崔振东，男，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。
主持完成或在研国家自然科学基金、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“城市地铁隧道及地下工程”等研究项目。在《Engineering Geology》、《International Journal of Rock Mechanics and Mining Sciences》、《Natural Hazards》、《Cold Regions Science and Technology》等杂志发表科研论文60余篇，其中已被SCI收录32篇（被SCI他引160余次），出版专著1部，授权国家发明专利3项。兼任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学会会员。《Soil Dynamics and Earthquake Engineering》、《Engineering Geology》、《Soils and Foundations》、《Natural Hazards》、《Cold Regions Science and Technology》、《Environmental Earth Sciences》等国际杂志审稿人、国家自然科学基金工材学部函评专家。
荣获2011年全国优秀博士学位论文提名论文、2015年上海市自然科学三等奖、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、2013年教育部自然科学二等奖、2015年江苏省优秀本科毕业论文一等奖指导教师、2013年江苏省优秀本科毕业论文二等奖指导教师、2012年江苏省优秀本科毕业论文二等奖指导教师等。
主要论文
1.Model test study on the subsidence of high-rise building group due to the variation of groundwater level, Natural Hazards, 2016, 84(1): 35-53
2.Distribution law of soil deformation caused by decompression of confined water. Environmental Earth Sciences, 2016, 75(18): 1281
3.Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests, Carbonates and Evaporites, 2016, 31:47-60
4.Land subsidence caused by the interaction of high-rise buildings in soft soil areas, Natural Hazards, 2015, 79(2): 1199–1217
5.Comparison of dynamic characteristics of the silty clay before and after freezing and thawing under the subway vibration loading, Cold Regions Science and Technology, 2015, 119: 29-36
6.Investigation of the subsidence induced by the Maglev train. Natural Hazards, 2015, 75(2): 1767-1778.
7.Study on settlements of the running tunnels and subway stations based on the in-situ monitoring data. Natural Hazards, 2015, 75(1): 465-472.
8.Prediction of long-term settlements of subway tunnel in the soft soil area. Natural Hazards, 2014, 74(2):1007-1020.
9.Mechanical properties of a silty clay subjected to freezing-thawing. Cold Regions Science and Technology, 2014, 98: 26-34.
10.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, 2013, 164: 107-116.
11.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, 2012, 5(4): 604-608.
12.Long-term deformation characteristics of the soil around the subway tunnel induced by the vibration loading. Disaster Advances, 2012, 5(4): 1791-1797.
13.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, 2012, 71(3): 579-586.
14.Land subsidence disaster caused by natural factors and human activities. Disaster Advances, 2012, 5(2): 3-4.
15.Effect of water–silt composite blasting on the stability of rocks surrounding a tunnel. Bull Eng Geol Environ, 2011, 70(4): 657-664.
16.Microstructures of different soil layers caused by the high-rise building group in Shanghai. Environmental Earth Sciences, 2011, 63(1): 109-119.
17.Land Subsidence at Different Points among a Group of High-Rise Buildings. Disaster Advances, 2010, 3(4): 63-66.
18.Water-silt composite blasting for tunneling. International Journal of Rock Mechanics and Mining Sciences, 2010, 47(6): 1034-1037.
19.Land subsidence and pore structure of soils caused by the high-rise building group through centrifuge model test. Engineering Geology, 2010, 113(1-4): 44-52.
20.Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area. Environmental Earth Sciences, 2010, 59(8): 1819-1826.
21.Evaluation of the geology-environmental capacity of buildings based on the ANFIS model of the floor area ratio. Bull Eng Geol Environ, 2010, 69(1): 111-118.
