李建春

发布者:张爱芹发布时间:2019-02-25浏览次数:1855



李建春

女,博士,教授、博导,教育部长江学者特聘教授,国家杰出青年科学基金获得者,国家万人计划科技创新领军人才


联系方式

电子邮箱:jcli@seu.edu.cn

地址:江苏省南京市江宁区东南大学路二号,东南大学土木教学科研楼1505


教育和科研经历

1989-1993    上海交通大学工程力学系,学士学位

1996-2001    西安交通大学建筑工程与力学学院力学专业,工学博士学位

2006-2010    新加坡南洋理工大学(NTU)土木与环境工程学院,Research Fellow

2009-2010    瑞士洛桑联邦理工大学(EPFL)建筑土木与环境工程学院,Research Scientist

2010-2018    中国科学院武汉岩土力学研究所, 研究员、博导、中科院百人计划入选者

2016-今    东南大学土木工程学院,教授、博士生导师,未来地下空间研究院副院长

2017-今     Monash大学土木工程系,Adjunt Professor (兼职教授)

多次应邀在新加坡南洋理工大学、瑞士洛桑联邦理工大学和澳大利亚Monash大学开展学术访问和科研工作,并联合培养博士研究生。

研究方向

岩体力学、岩石动力学、防护工程、岩土工程、爆炸冲击、地下工程稳定性分析和评估

主要学术任职

Rock Mechanics and Rock Engineering》副主编 (国际SCI期刊)

Tunneling and Underground Space Technology》编委 (国际SCI期刊)

Geomechanics and Geophysics for Geo-Energy and Geo-Resource》联合主编 (Springer期刊)

《岩土力学》编委 (EI Compendex期刊)

国际岩石力学学会岩石动力学分会委员

中国岩石力学与工程学会岩石动力学专委会副主任委员

瑞士EPFL、澳大利亚UNSW和香港HKPU等高校 博士论文海外评审专家/答辩委员

承担科研项目

主持并完成国家自然科学基金面上项目两项,现主持国家杰出青年基金项目、国家自然科学基金重点项目、国家重点研发计划重点专项课题,江苏省重大基础设施安全保障协同创新中心团队负责人,曾获得中国科学院2011年度引进国外杰出人才计划项目资助。

科研成果

共发表期刊论文90余篇,其中SCI收录论文60余篇、EI收录论文60余篇;出版英文专著2部,中文专著1部、参编英文专著2部。代表性论文有:

  • Zou Y, Li JC, Zhao J (2019) A novel experimental method to investigate the seismic response of rock joints under obliquely incident wave. Rock Mechanics and Rock Engineering. DOI: 10.1007/s00603-019-01752-5.

  • Li JC, Rong LF, Hong SN, et al. (2018) An SHPB test study on stress wave energy attenuation in jointed rock masses. Rock Mechanics and Rock Engineering. DOI: 10.1007/S00603-018-1586-Y.

  • Li JC, Li NN, Chai SB, Li HB (2018) Analytical study of ground motion caused by seismic wave propagation across faulted rock masses. International Journal for Numerical and Analytical Methods in Geomechanics, 42(1):95-109.

  • Li JC, Li NN, Li HB, Zhao J (2017) An SHPB test study on wave propagation across rock masses with different contact area ratios of joint. International journal of impact engineering. 2017,105:109-116.

  • Li JC, Zhao XB, Li HB, etc (2016). Analytical study for stress wave interaction with rock joints having unequally close-open behavior, Rock Mechanics and Rock Engineering, 2016;49(8):3155-3164.

  • Li JC, Li HB, Zhao J (2015). An improved equivalent viscoelastic medium method for wave propagation across layered rock masses. International Journal of Rock Mechanics and Mining Sciences, Vol.73(1), pp.62-69.

  • Chen X, Li JC, Cai MF, Zou Y, Zhao J (2015). Experimental study on wave propagation across a rock joint with rough surface. Rock mechanics and Rock Engineering. 48:2225-2234.

  • Li JC, Li HB, Jiao YY, Liu YQ, Xia X, Yu C. (2014). Analysis for oblique wave propagation across filled joints based on thin-layer interface model. Journal of Applied Geophysics. 102:39-46.

  • Li JC (2013) Wave propagation across non-linear rock joints based on time-domain recursive method. Geophysical Journal International. 193(2): 970-985.

  • Li JC, Li HB, Ma GW, Zhou YX. (2013) Assessment of underground tunnel stability to adjacent tunnel explosion. Tunnelling and Underground Space Technology. 35: 227-234.

  • Li JC, Li HB, Ma GW, Zhao J. (2012) A Time-domain recursive method to analyze transient wave propagation across rock joints. Geophysical Journal International. 2012,188(2):631-644.

  • Li JC, Ma GW, Zhao J (2011). Stress wave interaction with a nonlinear and slippery rock joint. International Journal of Rock Mechanics and Mining Sciences, Vol.48(3), pp.493-500.

  • Li JC, Ma GW, Zhao J (2010). An equivalent viscoelastic model for rock mass with parallel joints. Journal of Geophysical Research, Vol.115(B03305).

  • Li JC, Ma GW (2009). Experimental study of stress wave propagation across a filled rock joint, International Journal of Rock Mechanics and Mining Sciences, Vol.46(3), pp.471-478.