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成都理工大学环境与土木工程学院导师教师师资介绍简介-信春雷

本站小编 Free考研考试/2021-09-14

分享信春雷副教授 / 硕士研究生导师 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(岩土工程) 研究领域:岩土与地下工程地震响应机理 职????务: xinchunlei@cdut.edu.cn个人简介 Introduction发表论文 Paper Publications软件著作权 Software Copyrights科研项目 Research Projects 基本信息 Introduction 荣誉称号 Academic Awards and Honors 工作经历 Work Experience2019.08- 2020.06至今, 成都理工大学, 副教授/硕士研究生导师 2018.03- 2019.07至今, 四川农业大学, 讲师/硕士研究生导师 2016.09- 2018.02至今, 太原理工大学, 讲师 2013.09- 2014.09至今, Rensselaer Polytechnic Institute, 联合培养博士 个人新闻更多友情链接更多教育经历Education Background 2011.09-2016.06,西南交通大学,桥梁与隧道工程,博士研究生 2009.09-2011.09,西南交通大学,桥梁与隧道工程,硕士研究生 2005.09-2009.06,西南交通大学,土木工程,本科 发表论文Paper Publications[1]. Q. Zheng, C. L. Xin,Y. S. Shen, Z. M. Huang, B. Gao.Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle,Shock and Vibration, 2021 ,2021 (2021):6637909 ( SCI收录; SCIE收录; EI收录; )[2]. Yumin Wen; Chunlei Xin; Xi Zhang; Zeming Huang; Yusheng Shen; Wenjie Lei and Bo Gao.The Stability Analysis of Tunnel Lining Structure with Seismic Excitation Based on the Energy Evaluation Principle,Shock and Vibration, 2021 ,2021 (2021):1-17 ( SCI收录; SCIE收录; EI收录; )[3]. C.L.Xin, Z.Z. Wang, J. Yu.The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining,Soil Dynamics and Earthquake Engineering, 2020 ,2020 (131):106032 ( EI收录; SCIE收录; SCI收录; )[4]. C.L.Xin, Z.Z.Wang, J.M.Zhou, B, Gao.Shaking table tests on seismic behavior of polypropylene fiber reinforced concrete tunnel lining,Tunnelling and Underground Space Technology, 2019 ,2019 (88):1-15 ( SCI收录; SCIE收录; EI收录; )[5]. 闫高明,申玉生,信春雷,高波,周鹏发,张熙,杨佳奇.衬砌背后空洞对隧道地震响应影响的振动台试验研究 ,岩石力学与工程学报, 2019 ,38 (12):2491-2501 ( EI收录; CSCD收录; 中国科技核心期刊; )[6]. C.L.Xin, Z.Z.Wang, B, Gao.Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states,Tunnelling and Underground Space Technology, 2018 ,2018 (77):295-304 ( SCI收录; SCIE收录; EI收录; )[7]. 信春雷,高波,闫高明,周佳媚,申玉生,全晓娟.跨走滑断层隧道地震破坏特征与抗减震措施研究,振动工程学报, 2016 ,29 (4):694-703 ( EI收录; CSCD收录; 中国科技核心期刊; )[8]. 信春雷,高波,王英学,周佳媚,申玉生.跨断层隧道可变形抗减震措施振动台试验研究,岩土力学, 2015 ,36 (4):1041-1049 ( EI收录; CSCD收录; 中国科技核心期刊; )[9]. Shuangjiang Tao, Bo Gao, Chunlei Xin.Seismic Damage Analysis of Tunnel Front Slope and Shaking Table Tests on Highway Tunnel Portal,Electronic Journal of Geotechnical Engineering, 2015 ,20 (8):2167-2182 ( EI收录; )[10]. 信春雷,高波,周佳媚,申玉生.跨断层隧道设置常规抗减震措施振动台试验研究,岩石力学与工程学报, 2014 ,33 (10):2047-2055 ( EI收录; CSCD收录; 中国科技核心期刊; )[11]. 信春雷,高波,周佳媚,申玉生,全晓娟.跨断层隧道抗减震措施性能振动台试验研究,岩土工程学报, 2014 ,36 (8):1414-1422 ( EI收录; CSCD收录; 中国科技核心期刊; )[12]. Chunlei Xin, Bo Gao.Shaking Table Tests on Seismic Damage Mechanism of Lining Structures in Mountain Highway Tunnel,Electronic Journal of Geotechnical Engineering, 2014 ,19 (w):6795-6806 ( EI收录; )[13]. Chunlei Xin, Bo Gao.Liner Pressure in High-Speed Railway Tunnels under High Groundwater Pressure,Electronic Journal of Geotechnical Engineering, 2014 ,19 (I):1863-1872 ( EI收录; )[14]. Chunlei Xin, Bo Gao.Effects of Different Drainage Methods on Water Pressure around Tunnel Supporting Structures,Electronic Journal of Geotechnical Engineering, 2014 ,19 (L):2767-2777 ( EI收录; )[15]. 信春雷,高波,周佳媚,闻毓民.含节理隧道洞口段地震动力放大效应研究,土木工程学报, 2013 ,46 (S1):269-274 ( EI收录; CSCD收录; 中国科技核心期刊; )12[1]. Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle.. 2021. [2]. The Stability Analysis of Tunnel Lining Structure with Seismic Excitation Based on the Energy Evaluation Principle.. 2021. [3]. The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining.. 2020. [4]. Shaking table tests on seismic behavior of polypropylene fiber reinforced concrete tunnel lining.. 2019. [5]. 衬砌背后空洞对隧道地震响应影响的振动台试验研究 .. 2019. [6]. Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states.. 2018. [7]. 跨走滑断层隧道地震破坏特征与抗减震措施研究.. 2016. [8]. 跨断层隧道可变形抗减震措施振动台试验研究.. 2015. [9]. Seismic Damage Analysis of Tunnel Front Slope and Shaking Table Tests on Highway Tunnel Portal.. 2015. [10]. 跨断层隧道设置常规抗减震措施振动台试验研究.. 2014. [11]. 跨断层隧道抗减震措施性能振动台试验研究.. 2014. [12]. Shaking Table Tests on Seismic Damage Mechanism of Lining Structures in Mountain Highway Tunnel.. 2014. [13]. Liner Pressure in High-Speed Railway Tunnels under High Groundwater Pressure.. 2014. [14]. Effects of Different Drainage Methods on Water Pressure around Tunnel Supporting Structures.. 2014. [15]. 含节理隧道洞口段地震动力放大效应研究.. 2013. [1]. Q. Zheng, C. L. Xin,Y. S. Shen, Z. M. Huang, B. Gao. Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle.:, 2021 [2]. Yumin Wen; Chunlei Xin; Xi Zhang; Zeming Huang; Yusheng Shen; Wenjie Lei and Bo Gao. The Stability Analysis of Tunnel Lining Structure with Seismic Excitation Based on the Energy Evaluation Principle.:, 2021 [3]. C.L.Xin, Z.Z. Wang, J. Yu. The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining.:, 2020 [4]. C.L.Xin, Z.Z.Wang, J.M.Zhou, B, Gao. Shaking table tests on seismic behavior of polypropylene fiber reinforced concrete tunnel lining.:, 2019 [5]. 闫高明,申玉生,信春雷,高波,周鹏发,张熙,杨佳奇. 衬砌背后空洞对隧道地震响应影响的振动台试验研究 .:, 2019 [6]. C.L.Xin, Z.Z.Wang, B, Gao. Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states.:, 2018 [7]. 信春雷,高波,闫高明,周佳媚,申玉生,全晓娟. 跨走滑断层隧道地震破坏特征与抗减震措施研究.:, 2016 [8]. 信春雷,高波,王英学,周佳媚,申玉生. 跨断层隧道可变形抗减震措施振动台试验研究.:, 2015 [9]. Shuangjiang Tao, Bo Gao, Chunlei Xin. Seismic Damage Analysis of Tunnel Front Slope and Shaking Table Tests on Highway Tunnel Portal.:, 2015 [10]. 信春雷,高波,周佳媚,申玉生. 跨断层隧道设置常规抗减震措施振动台试验研究.:, 2014 [11]. 信春雷,高波,周佳媚,申玉生,全晓娟. 跨断层隧道抗减震措施性能振动台试验研究.:, 2014 [12]. Chunlei Xin, Bo Gao. Shaking Table Tests on Seismic Damage Mechanism of Lining Structures in Mountain Highway Tunnel.:, 2014 [13]. Chunlei Xin, Bo Gao. Liner Pressure in High-Speed Railway Tunnels under High Groundwater Pressure.:, 2014 [14]. Chunlei Xin, Bo Gao. Effects of Different Drainage Methods on Water Pressure around Tunnel Supporting Structures.:, 2014 [15]. 信春雷,高波,周佳媚,闻毓民. 含节理隧道洞口段地震动力放大效应研究.:, 2013 [1]. . Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle. . , 2021.09.13 [2]. . The Stability Analysis of Tunnel Lining Structure with Seismic Excitation Based on the Energy Evaluation Principle. . , 2021.09.13 [3]. . The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining. . , 2021.09.13 [4]. . Shaking table tests on seismic behavior of polypropylene fiber reinforced concrete tunnel lining. . , 2021.09.13 [5]. . 衬砌背后空洞对隧道地震响应影响的振动台试验研究 . . , 2021.09.13 [6]. . Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states. . , 2021.09.13 [7]. . 跨走滑断层隧道地震破坏特征与抗减震措施研究. . , 2021.09.13 [8]. . 跨断层隧道可变形抗减震措施振动台试验研究. . , 2021.09.13 [9]. . Seismic Damage Analysis of Tunnel Front Slope and Shaking Table Tests on Highway Tunnel Portal. . , 2021.09.13 [10]. . 跨断层隧道设置常规抗减震措施振动台试验研究. . , 2021.09.13 [11]. . 跨断层隧道抗减震措施性能振动台试验研究. . , 2021.09.13 [12]. . Shaking Table Tests on Seismic Damage Mechanism of Lining Structures in Mountain Highway Tunnel. . , 2021.09.13 [13]. . Liner Pressure in High-Speed Railway Tunnels under High Groundwater Pressure. . , 2021.09.13 [14]. . Effects of Different Drainage Methods on Water Pressure around Tunnel Supporting Structures. . , 2021.09.13 [15]. . 含节理隧道洞口段地震动力放大效应研究. . , 2021.09.13 [1] .. Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle.,2021.09.13 [2] .. The Stability Analysis of Tunnel Lining Structure with Seismic Excitation Based on the Energy Evaluation Principle.,2021.09.13 [3] .. The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining.,2021.09.13 [4] .. Shaking table tests on seismic behavior of polypropylene fiber reinforced concrete tunnel lining.,2021.09.13 [5] .. 衬砌背后空洞对隧道地震响应影响的振动台试验研究 .,2021.09.13 [6] .. Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states.,2021.09.13 [7] .. 跨走滑断层隧道地震破坏特征与抗减震措施研究.,2021.09.13 [8] .. 跨断层隧道可变形抗减震措施振动台试验研究.,2021.09.13 [9] .. Seismic Damage Analysis of Tunnel Front Slope and Shaking Table Tests on Highway Tunnel Portal.,2021.09.13 [10] .. 跨断层隧道设置常规抗减震措施振动台试验研究.,2021.09.13 [11] .. 跨断层隧道抗减震措施性能振动台试验研究.,2021.09.13 [12] .. Shaking Table Tests on Seismic Damage Mechanism of Lining Structures in Mountain Highway Tunnel.,2021.09.13 [13] .. Liner Pressure in High-Speed Railway Tunnels under High Groundwater Pressure.,2021.09.13 [14] .. Effects of Different Drainage Methods on Water Pressure around Tunnel Supporting Structures.,2021.09.13 [15] .. 含节理隧道洞口段地震动力放大效应研究.,2021.09.13 1[1]. Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle.:2021.09 - 2021.09 [2]. The Stability Analysis of Tunnel Lining Structure with Seismic Excitation Based on the Energy Evaluation Principle.:2021.09 - 2021.09 [3]. The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining.:2021.09 - 2021.09 [4]. Shaking table tests on seismic behavior of polypropylene fiber reinforced concrete tunnel lining.:2021.09 - 2021.09 [5]. 衬砌背后空洞对隧道地震响应影响的振动台试验研究 .:2021.09 - 2021.09 [6]. Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states.:2021.09 - 2021.09 [7]. 跨走滑断层隧道地震破坏特征与抗减震措施研究.:2021.09 - 2021.09 [8]. 跨断层隧道可变形抗减震措施振动台试验研究.:2021.09 - 2021.09 [9]. Seismic Damage Analysis of Tunnel Front Slope and Shaking Table Tests on Highway Tunnel Portal.:2021.09 - 2021.09 [10]. 跨断层隧道设置常规抗减震措施振动台试验研究.:2021.09 - 2021.09 [11]. 跨断层隧道抗减震措施性能振动台试验研究.:2021.09 - 2021.09 [12]. Shaking Table Tests on Seismic Damage Mechanism of Lining Structures in Mountain Highway Tunnel.:2021.09 - 2021.09 [13]. Liner Pressure in High-Speed Railway Tunnels under High Groundwater Pressure.:2021.09 - 2021.09 [14]. Effects of Different Drainage Methods on Water Pressure around Tunnel Supporting Structures.:2021.09 - 2021.09 [15]. 含节理隧道洞口段地震动力放大效应研究.:2021.09 - 2021.09 1出版专著Published Books1211科技奖励Science&Tech Awards1211发明专利Patents1211软件著作权Software Copyrights[1]. .基于ABAQUS和Python混合编程的三维地震计算分析系统,, 2021 , : ()[2]. .基于ABAQUS和Python混合编程的二维地震计算分析系统,, 2020 , : ()[3]. .隧道震害助手软件,, 2019 , : ()12[1]. 基于ABAQUS和Python混合编程的三维地震计算分析系统.. 2021. [2]. 基于ABAQUS和Python混合编程的二维地震计算分析系统.. 2020. [3]. 隧道震害助手软件.. 2019. [1]. . 基于ABAQUS和Python混合编程的三维地震计算分析系统.:, 2021 [2]. . 基于ABAQUS和Python混合编程的二维地震计算分析系统.:, 2020 [3]. . 隧道震害助手软件.:, 2019 [1]. . 基于ABAQUS和Python混合编程的三维地震计算分析系统. . , 2021.03.08 [2]. . 基于ABAQUS和Python混合编程的二维地震计算分析系统. . , 2020.05.27 [3]. . 隧道震害助手软件. . , 2019.04.16 [1] .刘耘志,信春雷,李先明,文浩宇,黄泽明,雷汶杰. 基于ABAQUS和Python混合编程的三维地震计算分析系统.2021SR0354983,2021.03.08 [2] .刘耘志;王旭;信春雷;雷汶杰. 基于ABAQUS和Python混合编程的二维地震计算分析系统.2020SR0520319,2020.05.27 [3] .信春雷;王旭. 隧道震害助手软件.2019SR0337689,2019.04.16 1[1]. 基于ABAQUS和Python混合编程的三维地震计算分析系统.:2021.09 - 2021.09 [2]. 基于ABAQUS和Python混合编程的二维地震计算分析系统.:2021.09 - 2021.09 [3]. 隧道震害助手软件.:2021.09 - 2021.09 1科研项目Research Projects[1]. .强震中断层瞬态位错下的隧道衬砌变形损伤累积效应,, 2021 , : ()[2]. .铁路隧道跨断层设置接头式减震措施的地震响应机制与优化策略研究 ,, 2020 , : ()[3]. .强震诱发跨粘滑断层隧道衬砌结构损伤机理研究,, 2020 , : ()12[1]. 强震中断层瞬态位错下的隧道衬砌变形损伤累积效应.. 2021. 国家自然科学基金 [2]. 铁路隧道跨断层设置接头式减震措施的地震响应机制与优化策略研究 .. 2020. 四川省科技创新创业苗子工程重点项目 [3]. 强震诱发跨粘滑断层隧道衬砌结构损伤机理研究.. 2020. 国家重点实验室开放基金 [1]. . 强震中断层瞬态位错下的隧道衬砌变形损伤累积效应.:, 2021 [2]. . 铁路隧道跨断层设置接头式减震措施的地震响应机制与优化策略研究 .:, 2020 [3]. . 强震诱发跨粘滑断层隧道衬砌结构损伤机理研究.:, 2020 [1]. . 强震中断层瞬态位错下的隧道衬砌变形损伤累积效应. 国家自然科学基金. , 2021.09.13 [2]. . 铁路隧道跨断层设置接头式减震措施的地震响应机制与优化策略研究 . 四川省科技创新创业苗子工程重点项目. , 2021.09.13 [3]. . 强震诱发跨粘滑断层隧道衬砌结构损伤机理研究. 国家重点实验室开放基金. , 2021.09.13 [1] .. 强震中断层瞬态位错下的隧道衬砌变形损伤累积效应.,2021.09.13 [2] .. 铁路隧道跨断层设置接头式减震措施的地震响应机制与优化策略研究 .,2021.09.13 [3] .. 强震诱发跨粘滑断层隧道衬砌结构损伤机理研究.,2021.09.13 1[1]. 强震中断层瞬态位错下的隧道衬砌变形损伤累积效应.青年基金:2022.01 - 2024.12 [2]. 铁路隧道跨断层设置接头式减震措施的地震响应机制与优化策略研究 .省级科技计划项目:2020.01 - 2021.12 [3]. 强震诱发跨粘滑断层隧道衬砌结构损伤机理研究.国家级科研平台基金:2020.01 - 2021.12 1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
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