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刘春
2023-05-11 15:02
  • 刘春
  • 刘春 - 副教授-南京大学-地球科学与工程学院-个人资料

近期热点

资料介绍

个人简历


南京大学地球科学与工程学院副教授,硕士生导师。主要研究领域为岩土体多场多尺度定量分析和数值模拟,包括岩土体微观结构定量分析,岩土体离散元法、多场耦合理论、系统研发和应用等。结合这些研究,与美国斯坦福大学(岩石力学)和德国KIT(土力学、流体)等高校开展长期合作。2012年博士毕业于南京大学,获“2012年李四光优秀博士研究生奖”和“2013年江苏省优秀博士论文”。后在斯坦福大学开展博士后研究。2014年始任南京大学副教授。2015年入选岩石力学与工程学会“青年人才托举工程”;2016年获中国地质学会工程地质“谷德振青年科技奖”;2016年入选中国科协“青年人才托举工程”,等。
主持和参与了七项国家自然科学基金项目研究,发表了四十余篇研究论文,包括22篇SCI论文。其中,以第一作者发表了11篇SCI论文,包括3篇发表于Journal of Geophysical Research- Solid Earth, 3篇Computers & Geosciences, 2篇Journal of Structural Geology,以及Build and Environment, Engineering Geology和Applied Clay Science等。已申请和获得国家发明专利9项,获得5项软件著作权。
教育背景
2002/09-2006/06 南京大学地球科学系,地质工程,本科生
2007/09-2012/06 南京大学地球科学与工程学院,地质工程,硕博连读
2010/09-2011/10 美国斯坦福大学地球科学学院,岩石力学,联合培养博士生
教学情况
本科生课程:区测实习教学,《水文地质工程地质概论》工程地质部分,《现代地质工程技术与实践》;
研究生课程:《工程地质专题》(合上);《岩土工程数值模拟》(合上)
目前在研课题如下:
1. 离散元工程数值法(DEM)理论、系统研发和应用。在研课题包括: a)DEM-LBM多场多相耦合理论和应用; b)地面沉降三维建模和模拟; c)多场多相耦合滑坡演化过程模拟; d)地铁隧道开挖模拟; e)基坑和桩土作用;f)水力压裂模拟;
2. 浅层地温场监测、数值模拟和评估。
3. 岩土体微观结构定量分析及微宏观联系。 a)微观结构提取和定量分析; b)应力作用下的微观结构固定,实验方法和设备研发; c)颗粒和孔隙结构二维向三维转化理论,以及三维建模;d)砂土的微观破坏机制;
相关研究基于创新的理论和自主研发的两套软件系统:1)岩土体多场作用三维离散元软件MatDEM,实现百万颗粒动态模拟;2)颗粒(孔隙)及裂隙图像识别与分析系统(PCAS),软件已较广泛应用,注册用户包括华南理工大学、浙江大学和中石化等高校和企业,已有数十篇相关论文发表,可参见:http://acei.cn/program/pcas。

研究领域


岩土体多尺度多场耦合研究是一个极具有交叉学科特点的研究方向,融汇了数学,物理、工程和地质多学科知识。近年,岩土工程和地质工程领域国际前沿研究朝着复杂化(水、热、力、化学多场耦合)和精细化(微观结构和微观力学)发展,即“岩土体多场和多尺度研究”,该领域超过一半的高水平论文(如Science, Nature,Geology,JGR-Solid Earth)围绕着地质灾害、多场耦合、和岩石破坏离散元模拟开展。岩土体在宏观上表现为相对连续,而微观上是由一系列颗粒和孔隙组成,并受水、热、力、化学等多场耦合作用。通过微观结构定量分析、微观力学和水热力多场耦合的方法可以有效地认识和解决各种岩土工程和地质工程问题,包括滑坡、泥石流、地面沉降、基坑稳定性和隧道开挖等涉及到多场作用的复杂问题。""

近期论文


1.Liu, C.*, Shi B., Pollard D. D., and Gu K. 2015. Mechanism of formation of wiggly compaction bands in porous sandstone: 2. Numerical simulation using discrete element method, J. Geophys. Res. Solid Earth, 120, doi:10.1002/2015JB012374. (SCI)
2.Liu, C.*, Pollard D. D., Aydin A., and Deng S. 2015. Mechanism of formation of wiggly compaction bands in porous sandstone: 1. Observations and conceptual model, J. Geophys. Res. Solid Earth, 120, doi:10.1002/2015JB012372. (SCI)
3.Liu C.*, Pollard D.D., Shi B. 2013. Analytical solutions and numerical tests of elastic and failure behaviors of close-packed lattice for brittle rocks and crystals. Journal of Geophysical Research- Solid Earth, 118, 71–82. [doi: 10.1029/2012JB009615] (SCI)
4.Liu C., Shi B.*, Shao Y., Tang C., 2013. Experimental and Numerical Investigation of Urban Heat Island Effect on Slope Stability. Bulletin of Engineering Geology and the Environment, 72(3-4), 303-310. [doi: 10.1007/s10064-013-0476-5] (SCI, EI)
5.Liu C. *, Tang C., Shi B., Suo W., 2013. Automatic quantification of crack patterns by image processing. Computers and Geosciences, 57, 77-80. [doi: 10.1016/j.cageo.2013.04.008] (SCI, EI)
6.Liu C. *, Yin H., Zhu L., 2012. TrishearCreator: a tool for the kinematic simulation and strain analysis of trishear fault-propagation folding with growth strata. Computers & Geosciences, 49, 200-206 [doi:10.1016/j.cageo.2012.07.002] (SCI, EI)
7.Liu C. *, Shi B., Zhou J., Tang C., 2011. Quantification and characterization of microporosity by image processing, geometric measurement and statistical methods: application on SEM images of clay materials. Applied Clay Science, 54(1), 97-106 [doi: 10.1016/j.clay.2011.07.022] (SCI, EI)
8.Liu C. *, Shi B., Tang C., Gao L., 2011. A numerical and field Investigation of underground temperatures under urban heat island. Building and Environment 46(5), 1205-1210 [doi: 10.1016/j.buildenv.2010.12.015] (SCI, EI)
9.Liu C. *, Zhang Y., Wang, Y., 2009. Analysis of complete fold shape based on quadratic Bezier curves. Journal of Structural Geology 31(6), 575-581 [doi: 10.1016/j.jsg.2009.03.019] (SCI, EI)
10.Liu C. *, Zhang Y., Shi B., 2009. Geometric and kinematic modeling of detachment folds with growth strata based on Bezier curves. Journal of Structural Geology 31(3), 260-269 [doi: 10.1016/j.jsg.2008.11.019] (SCI, EI)
11.Gu, K., Jin, F., Al-Tabbaa, A., Shi, B., Liu, C., & Gao, L. (2015). Incorporation of reactive magnesia and quicklime in sustainable binders for soil stabilisation. Engineering Geology, 195, 53–62. (SCI, EI)
12.Deng, S., Cilona A., Morrow C., Mapeli C., Liu C., Lockner D., Prasad M., and Aydin A. (2015b), Cross-bedding related anisotropy and its interplay with various boundary conditions in the formation and orientation of joints in an aeolian sandstone, J. Struct. Geol., 77(8), 175–190. (SCI, EI)
13.Jiao K., Yao S., Liu C., Gao Y., Wu H., Li M., Tang Z., 2014. The characterization and quantitative analysis of nanopores in unconventional gas reservoirs utilizing FESEM–FIB and image processing: An example from the lower Silurian Longmaxi Shale, upper Yangtze region, China. International Journal of Coal Geology, 128-129, 1-11. [doi: 10.1016/j.coal.2014.03.004] (SCI, EI)
14.Tang C., Shi B., Cui Y., Liu C., Gu K., 2012. Desiccation cracking behaviour of polypropylene fiber reinforced clayey soil. Canadian Geotechnical Journal, 49(9), 1088-1101 [doi: 10.1139/t2012-067] (SCI)
15.Shi B., Tang C., Gao L., Liu C., Wang B., 2012. Observation and analysis of the urban heat island effect on soil in Nanjing, China. Environmental Earth Sciences. Environmental Earth Sciences, 67(1), 215-229 [doi:10.1007/s12665-011-1501-2] (SCI, EI)
16.Tang C., Shi B., Gao L., Daniels J.L., Jiang H.T., Liu C., 2011. Urbanization effect on soil temperature in Nanjing, China. Energy and Buildings, 43(11), 3090–3098 [doi: 10.1016/j.enbuild.2011.08.003] (SCI, EI)
17.Tang C., Cui Y., Shi B., Tang A., Liu C., 2011. Desiccation and cracking behaviour of clay layer from slurry state under wetting-drying cycles. Geoderma, 116(1), 111-118 [doi: 10.1016/j.geoderma.2011.07.018] (SCI, EI)
18.Tang C., Shi B., Liu C., Gao L., Inyang H., 2011. Experimental investigation on the desiccation cracking behavior of soil layer during drying. Journal of Materials in Civil Engineering 23(6), 873-878 [doi: 10.1061/(ASCE)MT.1943-5533.0000242] (SCI, EI)
19.Tang C., Shi B., Liu C., et al. 2011. Experimental characterization of shrinkage and desiccation cracking in thin clay layer. Applied Clay Science 52(1-2), 69-77 [doi: 10.1016/j.clay.2011.01.032] (SCI, EI)
20.Tang C., Shi B., Liu C., Wang B., 2008. Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils. Engineering Geology 101(3-4), 204-217 [doi: 10.1016/j.enggeo.2008.05.005] (SCI, EI)
21.Shao Y., Gao L., Liu C., Lei Gao, 2012. Experimental Study on Temperature Effect on Engineering Properties of Clayey Soils. Advanced Materials Research 512, 1905-1918 [doi: 10.4028/www.scientific.net/AMR.512-515.1905] ( EI)
22.刘春*,王宝军,施斌,唐朝生,2008.基于数字图像识别的岩土体裂隙形态参数分析方法. 岩土工程学报,30(9):1383-1388 (EI)
23.刘春*, 施斌, 顾凯, & 孙义杰. (2014). 岩土体大型三维离散元模拟系统的研发与应用. 2014年全国工程地质学术大会论文集.
24.吴静红,周春慧,姜洪涛,苏晶文,姜月华,刘春,施斌, 2014,.苏州第四纪沉积物物理性质与地面沉降生命过程分析.岩土工程学报,36(9):1745-1753.(EI)
25.唐朝生,施斌,刘春,2012.膨胀土收缩开裂特性研究.工程地质学报,20(5):663-673
26.施斌,唐朝生,高磊,姜洪涛,刘春,2012.城市和郊区浅部地温场差异.工程地质学报,20(1):58-65 [doi:10.3969/j.issn.1004-9665.2012.01.009]
27.邵玉娴,施斌,刘春,顾凯,唐朝生,2011.黏性土水理性质温度效应研究. 岩土工程学报, 33(10), 1576-1582 (EI)
28.唐朝生,施斌,高磊,刘春,赵理政,2011.城郊土体剖面含水量监测与对比研究.工程地质学报,19(5):656-663 [doi:10.3969/j.issn.1004-9665.2011.05.004]
29.唐朝生,施斌,高磊,顾凯,刘春,2010.土体剖面温度物理模型试验研究.工程地质学报,18(6):913-919 [doi:10.3969/j.issn.1004-9665.2010.06.016]
30.施斌,邵玉娴,刘春,王宝军,2009.城市热岛效应对土体工程性质的影响及其关键科学问题.工程地质学报,17(2):180-187 [doi: 10.3969/j.issn.1004-9665.2009.02.005]
31.施斌,刘春,王宝军,赵理政,2008.城市热岛效应对土的工程性质影响及灾害效应分析.地球科学进展,23(11):1167-1173
32.唐朝生,施斌,刘春,王宝军,2007.影响黏性土表面干缩裂缝结构形态的因素及定量分析.水利学报,38(10):1186-1193 (EI)
33.唐朝生,施斌,刘春,王宝军,高玮,2007.黏性土在不同温度下干缩裂缝的发展规律及形态学定量分析.岩土工程学报,29(5):743-749 (EI)
34.Shi B.,Liu C., Tang C.S., Wang B.J., 2008. Urban heat island effect on engineering properties of soil and the related disaster effect. In proceeding of International symposium on drought and constructions, Paris, Sep.1-3. (conference)
35.Shi B., Zhang D., Zhu H.H., Liu C., 2011. Application of distributed optical fiber strain measurement into geotechnical engineering monitoring. 8th International Workshop on Structural Health Monitoring 2011, Stanford University. (conference)
36.Liu C., Wang B., Shi B., Tang C., 2010. Quantitative analysis of soil cracks using image processing. 11th International Association for Engineering Geology and the Environment Congress 2010, Beijing. (conference)

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