分享吴丽君副教授 扫一扫在手机打开此页面所在单位：环境与土木工程学院，土木工程（道路工程） 研究领域： 职????务： fwulijun@163.com/wulijun2012@cdut.edu.cn个人简介 Introduction发表论文 Paper Publications 基本信息 Introduction 荣誉称号 Academic Awards and Honors 工作经历 Work Experience2011.07- 2020.04至今， 成都理工大学， 讲师、副教授 2016.01- 2017.08至今， 澳大利亚岩土工程与科学国家卓越研究中心， 访问学者 个人新闻更多友情链接更多教育经历Education Background 1999.09-2003.07，湖北工业大学，土木工程，本科 2004.09-2007.07，西南交通大学，地质工程，硕士研究生 2007.09-2011.07，西南交通大学，道路与铁道工程，博士研究生 发表论文Paper Publications[1]. Wu L.J.,Jiang G.L., Liu X.F..Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment,Geotechnical and Geological Engineering, 2020 ,38 ((3)):6069-6082 ( EI收录; )[2]. Wu L.J.，Jiang G.L., Ju N.P..Behavior and numericalevaluation of cement-fly ash- gravel pile-supportedembankments overcompletely decomposedgranite soils,International Journal of Geomechanics, 2019 ,19 (6):1-13 ( SCI收录; EI收录; )[3]. Jiang, GL； Chen, WZ; Liu, XF ; Yuan, SY; Wu, LJ ; Zhang, CL.Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads,Soils and Foundations, 2019 ,58 (6):1538-1552 ( SCI收录; EI收录; )[4]. Wu, Lijun.Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study,ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2018 , ( ):- ( SCI收录; )[5]. Wu, Lijun; Jiang, Guanlu; Liu, Xianfeng; Xiao, Hongbing; Sheng, Daichao.Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil,PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2018 ,171 (1):37-51 ( SCIE收录; EI收录; )[6]. 吴丽君; 蒋关鲁; 李安洪.基于离心模型试验的地基附加应力修正,西南交通大学学报, 2015 ,50 (4):662-668 ( CSCD收录; EI收录; )[7]. Chen Wei-zhi; Jiang Guan-lu; Zhao Hui-shuang; Wu Li-jun; Li An-hong.Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading,JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2014 ,21 (12):4690-4697 ( SCI收录; EI收录; )[8]. Wu, Lijun(1); Jiang, Guanlu(2).Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railway,Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012, 2012 ,- (-):254-258 ( EI收录; )[9]. 张崇磊; 蒋关鲁; 吴丽君; 李安洪.非饱和中等压缩性土地基沉降预测的研究,水文地质工程地质, 2012 ,39 (6):50-56 ( CSCD收录; )[10]. 吴丽君，蒋关鲁，李安洪.基于PLAXIS的高速铁路非饱和土地基沉降计算分析,铁道建筑, 2011 ,6 (2011):86-89 ( 北大核心期刊; )1[1]. Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment.. 2020. [2]. Behavior and numericalevaluation of cement-fly ash- gravel pile-supportedembankments overcompletely decomposedgranite soils.. 2019. [3]. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads.. 2019. [4]. Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study.. 2018. [5]. Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil.. 2018. [6]. 基于离心模型试验的地基附加应力修正.. 2015. [7]. Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading.. 2014. [8]. Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railway.. 2012. [9]. 非饱和中等压缩性土地基沉降预测的研究.. 2012. [10]. 基于PLAXIS的高速铁路非饱和土地基沉降计算分析.. 2011. [1]. Wu L.J.,Jiang G.L., Liu X.F.. Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment.:, 2020 [2]. Wu L.J.，Jiang G.L., Ju N.P.. Behavior and numericalevaluation of cement-fly ash- gravel pile-supportedembankments overcompletely decomposedgranite soils.:, 2019 [3]. Jiang, GL； Chen, WZ; Liu, XF ; Yuan, SY; Wu, LJ ; Zhang, CL. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads.:, 2019 [4]. Wu, Lijun. Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study.:, 2018 [5]. Wu, Lijun; Jiang, Guanlu; Liu, Xianfeng; Xiao, Hongbing; Sheng, Daichao. Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil.:, 2018 [6]. 吴丽君; 蒋关鲁; 李安洪. 基于离心模型试验的地基附加应力修正.:, 2015 [7]. Chen Wei-zhi; Jiang Guan-lu; Zhao Hui-shuang; Wu Li-jun; Li An-hong. Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading.:, 2014 [8]. Wu, Lijun(1); Jiang, Guanlu(2). Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railway.:, 2012 [9]. 张崇磊; 蒋关鲁; 吴丽君; 李安洪. 非饱和中等压缩性土地基沉降预测的研究.:, 2012 [10]. 吴丽君，蒋关鲁，李安洪. 基于PLAXIS的高速铁路非饱和土地基沉降计算分析.:, 2011 [1]. . Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment. . , 2021.09.13 [2]. . Behavior and numericalevaluation of cement-fly ash- gravel pile-supportedembankments overcompletely decomposedgranite soils. . , 2021.09.13 [3]. . Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads. . , 2021.09.13 [4]. . Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study. . , 2021.09.13 [5]. . Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil. . , 2021.09.13 [6]. . 基于离心模型试验的地基附加应力修正. . , 2021.09.13 [7]. . Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading. . , 2021.09.13 [8]. . Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railway. . , 2021.09.13 [9]. . 非饱和中等压缩性土地基沉降预测的研究. . , 2021.09.13 [10]. . 基于PLAXIS的高速铁路非饱和土地基沉降计算分析. . , 2021.09.13 [1] .. Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment.,2021.09.13 [2] .. Behavior and numericalevaluation of cement-fly ash- gravel pile-supportedembankments overcompletely decomposedgranite soils.,2021.09.13 [3] .. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads.,2021.09.13 [4] .. Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study.,2021.09.13 [5] .. Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil.,2021.09.13 [6] .. 基于离心模型试验的地基附加应力修正.,2021.09.13 [7] .. Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading.,2021.09.13 [8] .. Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railway.,2021.09.13 [9] .. 非饱和中等压缩性土地基沉降预测的研究.,2021.09.13 [10] .. 基于PLAXIS的高速铁路非饱和土地基沉降计算分析.,2021.09.13 [1]. Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment.:2021.09 - 2021.09 [2]. Behavior and numericalevaluation of cement-fly ash- gravel pile-supportedembankments overcompletely decomposedgranite soils.:2021.09 - 2021.09 [3]. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads.:2021.09 - 2021.09 [4]. Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study.:2021.09 - 2021.09 [5]. Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil.:2021.09 - 2021.09 [6]. 基于离心模型试验的地基附加应力修正.:2021.09 - 2021.09 [7]. Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading.:2021.09 - 2021.09 [8]. Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railway.:2021.09 - 2021.09 [9]. 非饱和中等压缩性土地基沉降预测的研究.:2021.09 - 2021.09 [10]. 基于PLAXIS的高速铁路非饱和土地基沉降计算分析.:2021.09 - 2021.09 出版专著Published Books1科技奖励Science&Tech Awards1发明专利Patents1软件著作权Software Copyrights1科研项目Research Projects1相关资源均是用户自行上传分享，仅供学术交流之用?2019 环境与土木工程学院地质灾害防治与地质环境保护国家重点实验室技术支持：应子科技（成都）有限公司