分享马春驰副教授 / 硕士生导师 扫一扫在手机打开此页面所在单位：地质灾害防治与地质环境保护国家重点实验室，环境与土木工程学院，地质工程（工程地质） 研究领域：地质工程；隧道工程；围岩稳定性；灾害预警 职????务： machunchi17@cdut.edu.cn84077933个人简介 Introduction发表论文 Paper Publications发明专利 Patents软件著作权 Software Copyrights科研项目 Research Projects 基本信息 Introduction马春驰，男，博士，副教授，硕士生导师，中国地质学会会员，中国岩石力学与工程学会会员。2017年6月毕业于成都理工大学，获工学博士学位，现任教于环境与土木工程学院地质工程系工程地质教研室，获聘地质灾害防治与地质环境保护国家重点实验室固定研究人员，现入站西南交通大学土木工程博士后流动站。主要从事地质工程、岩土工程的教学与科研工作，长期从事我国西部一系列重大隧道与地下工程防灾减灾及监测预警的科研工作，包括世界第三长公路隧道米仓山隧道、世界第一埋深公路隧道大峡谷隧道等。作为项目负责人先后主持包括国家自然科学基金（青年基金）、四川省科技厅应用基础研究项目、国家重点实验室自由探索项目等科研项目。发表SCI论文、EI论文20余篇，其中以第一或通讯作者发表SCI论文10篇；作为第一发明人，已申请中国专利10余项。现任Engineering Geology、Bulletin of Engineering Geology and Environment、Shock and Vibration、中国公路学报等国际国内知名期刊审稿人；获聘国家自然科学基金委基金项目函评专家。 主讲的课程：《工程地质学》、《工程地质勘察》、《地质灾害防治设计》等。 ? 荣誉称号： 2019年，百篇优秀学士学位论文（设计）指导教师 2019年，四川省第五届“互联网+大学生创新创业大赛” 指导老师，获银奖 2019年，中国第二届“地质+大学生创新创业大赛”指导老师，获银奖 2020年，四川省第六届“互联网+大学生创新创业大赛” 指导老师，获银奖 2020年，成都理工大学中青年骨干教师培养计划--科研骨干 2020年，珠峰科学研究计划--重点培养对象 长期招生，欢迎地质工程、岩土工程学科硕士研究生报考! 荣誉称号 Academic Awards and Honors 工作经历 Work Experience2015.05- 2016.05至今， 昆士兰大学， 联合培养博士 2015.11- 2016.05至今， 澳大利亚昆士兰政府自然资源与矿产部， Internship in SIMTARS 2017.10- 2019.12至今， 成都理工大学， 讲师 2019.12- 2020.10至今， 成都理工大学， 副教授 2020.09- 2020.10至今， 西南交通大学， 博士后 个人新闻更多友情链接更多教育经历Education Background 2013.09-2017.06，成都理工大学，地质工程，博士研究生 发表论文Paper Publications[1]. Chunchi, Ma; Tianbin, Li; Hang, Zhang.Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground,Engineering Geology, 2020 ,265 (-):- ( SCI收录; )[2]. Hang, Zhang;Chunchi, Ma;Tianbin, Li.Quantitative Evaluation of the "Non-Enclosed" Microseismic Array: A Case Study in a Deeply Buried Twin-Tube Tunnel,Energies, 2019 ,12 (10):- ( SCI收录; )[3]. Chunchi, Ma;Tianbin, Li;Hang, Zhang;Yupeng, Jiang;Tao, Song.A method for numerical simulation based on microseismic information and the interpretation of hard rock fracture,JOURNAL OF APPLIED GEOPHYSICS, 2019 ,164 (10):214-224 ( SCI收录; )[4]. Ma, Chunchi; Jiang, Yupeng; Li, Tianbin.Gravitational Search Algorithm for Microseismic Source Location in Tunneling: Performance Analysis and Engineering Case Study,Rock Mechanics and Rock Engineering, 2019 ,52 (10):3999-4016 ( SCI收录; )[5]. 马春驰，李天斌，张航.岩爆微震特征的支护体系刚度效应初探,岩石力学与工程学报, 2019 ,38 (s1):2976-2987 ( EI收录; )[6]. 王剑锋，李天斌，马春驰，张 航，韩瑀萱，周雄华，姜宇鹏.基于引力搜索法的隧道围岩微震定位研究,岩土力学, 2019 ,11 (40):4421-4428 ( EI收录; )[7]. 马春驰; 李天斌; 张航; 王剑锋.基于EMS微震参数的岩爆预警方法及探讨,岩土力学, 2018 ,39 (2):765-774 ( EI收录; CSCD收录; )[8]. Gao, Mei-ben; Li, Tian-bin; Meng, Lu-bo; Ma, Chun-chi; Xing, Hui-lin.Identifying crack initiation stress threshold in brittle rocks using axial strain stiffness characteristics,JOURNAL OF MOUNTAIN SCIENCE, 2018 ,15 (6):1371-1382 ( SCI收录; )[9]. Xue, Demin; Li, Tianbin; Zhang, Shuai; Ma, Chunchi; Gao, Meiben; Liu, Ji.Failure mechanism and stabilization of a basalt rock slide with weak layers,ENGINEERING GEOLOGY, 2018 ,233 ():213-224 ( SCIE收录; EI收录; )[10]. Xu, Zhongyuan; Li, Tianbin; Chen, Guoqing; Ma, Chunchi; Qiu, Shili; Li, Zhi.The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect,KSCE JOURNAL OF CIVIL ENGINEERING, 2018 ,22 (8):2764-2775 ( SCIE收录; EI收录; )[11]. Li, Tianbin; Ma, Chunchi; Zhu, Minglei; Meng, Lubo; Chen, Guoqing.Geomechanical types and mechanical analyses of rockbursts,ENGINEERING GEOLOGY, 2017 ,222 (-):72-83 ( SCI收录; EI收录; )[12]. Ma, Chunchi; Jiang, Yupeng; Xing, Huilin; Li, Tianbin.Numerical modelling of fracturing effect stimulated by pulsating hydraulic fracturing in coal seam gas reservoir,JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2017 ,46 (-):651-663 ( SCI收录; EI收录; )[13]. 李天斌; 高美奔; 陈国庆; 马春驰; 许钟元; 阴红宇; 陈超; 孟陆波.硬脆性岩石热-力-损伤本构模型及其初步运用,岩土工程学报, 2017 ,39 (8):1477-1484 ( CSCD收录; EI收录; )[14]. Li, T.B.(1); Wang, X.(1); Xue, D.M.(1); Ma, C.C.(1).Modelling study on rainfall infiltration and drainage effect of Badu landslide,Landslides and Engineered Slopes. Experience, Theory and Practice, 2016 ,2 (-):1275-1280 ( EI收录; )[15]. Ma, Chun-Chi; Li, Tian-Bin; Xing, Hui-Lin; Zhang, Hang; Wang, Min-Jie; Liu, Tian-Yi; Chen, Guo-Qing; Chen, Zi-Quan.Brittle Rock Modeling Approach and its Validation Using Excavation-Induced Micro-Seismicity,ROCK MECHANICS AND ROCK ENGINEERING, 2016 ,49 (8):3175-3188 ( SCI收录; EI收录; )12[1]. Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground.. 2020. [2]. Quantitative Evaluation of the "Non-Enclosed" Microseismic Array: A Case Study in a Deeply Buried Twin-Tube Tunnel.. 2019. [3]. A method for numerical simulation based on microseismic information and the interpretation of hard rock fracture.. 2019. [4]. Gravitational Search Algorithm for Microseismic Source Location in Tunneling: Performance Analysis and Engineering Case Study.. 2019. [5]. 岩爆微震特征的支护体系刚度效应初探.. 2019. [6]. 基于引力搜索法的隧道围岩微震定位研究.. 2019. [7]. 基于EMS微震参数的岩爆预警方法及探讨.. 2018. [8]. Identifying crack initiation stress threshold in brittle rocks using axial strain stiffness characteristics.. 2018. [9]. Failure mechanism and stabilization of a basalt rock slide with weak layers.. 2018. [10]. The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect.. 2018. [11]. Geomechanical types and mechanical analyses of rockbursts.. 2017. [12]. Numerical modelling of fracturing effect stimulated by pulsating hydraulic fracturing in coal seam gas reservoir.. 2017. [13]. 硬脆性岩石热-力-损伤本构模型及其初步运用.. 2017. [14]. Modelling study on rainfall infiltration and drainage effect of Badu landslide.. 2016. [15]. Brittle Rock Modeling Approach and its Validation Using Excavation-Induced Micro-Seismicity.. 2016. [1]. Chunchi, Ma; Tianbin, Li; Hang, Zhang. Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground.:, 2020 [2]. Hang, Zhang;Chunchi, Ma;Tianbin, Li. Quantitative Evaluation of the "Non-Enclosed" Microseismic Array: A Case Study in a Deeply Buried Twin-Tube Tunnel.:, 2019 [3]. Chunchi, Ma;Tianbin, Li;Hang, Zhang;Yupeng, Jiang;Tao, Song. A method for numerical simulation based on microseismic information and the interpretation of hard rock fracture.:, 2019 [4]. Ma, Chunchi; Jiang, Yupeng; Li, Tianbin. Gravitational Search Algorithm for Microseismic Source Location in Tunneling: Performance Analysis and Engineering Case Study.:, 2019 [5]. 马春驰，李天斌，张航. 岩爆微震特征的支护体系刚度效应初探.:, 2019 [6]. 王剑锋，李天斌，马春驰，张 航，韩瑀萱，周雄华，姜宇鹏. 基于引力搜索法的隧道围岩微震定位研究.:, 2019 [7]. 马春驰; 李天斌; 张航; 王剑锋. 基于EMS微震参数的岩爆预警方法及探讨.:, 2018 [8]. Gao, Mei-ben; Li, Tian-bin; Meng, Lu-bo; Ma, Chun-chi; Xing, Hui-lin. Identifying crack initiation stress threshold in brittle rocks using axial strain stiffness characteristics.:, 2018 [9]. Xue, Demin; Li, Tianbin; Zhang, Shuai; Ma, Chunchi; Gao, Meiben; Liu, Ji. Failure mechanism and stabilization of a basalt rock slide with weak layers.:, 2018 [10]. Xu, Zhongyuan; Li, Tianbin; Chen, Guoqing; Ma, Chunchi; Qiu, Shili; Li, Zhi. The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect.:, 2018 [11]. Li, Tianbin; Ma, Chunchi; Zhu, Minglei; Meng, Lubo; Chen, Guoqing. Geomechanical types and mechanical analyses of rockbursts.:, 2017 [12]. Ma, Chunchi; Jiang, Yupeng; Xing, Huilin; Li, Tianbin. Numerical modelling of fracturing effect stimulated by pulsating hydraulic fracturing in coal seam gas reservoir.:, 2017 [13]. 李天斌; 高美奔; 陈国庆; 马春驰; 许钟元; 阴红宇; 陈超; 孟陆波. 硬脆性岩石热-力-损伤本构模型及其初步运用.:, 2017 [14]. Li, T.B.(1); Wang, X.(1); Xue, D.M.(1); Ma, C.C.(1). Modelling study on rainfall infiltration and drainage effect of Badu landslide.:, 2016 [15]. Ma, Chun-Chi; Li, Tian-Bin; Xing, Hui-Lin; Zhang, Hang; Wang, Min-Jie; Liu, Tian-Yi; Chen, Guo-Qing; Chen, Zi-Quan. Brittle Rock Modeling Approach and its Validation Using Excavation-Induced Micro-Seismicity.:, 2016 [1]. . Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground. . , 2021.09.13 [2]. . Quantitative Evaluation of the "Non-Enclosed" Microseismic Array: A Case Study in a Deeply Buried Twin-Tube Tunnel. . , 2021.09.13 [3]. . A method for numerical simulation based on microseismic information and the interpretation of hard rock fracture. . , 2021.09.13 [4]. . Gravitational Search Algorithm for Microseismic Source Location in Tunneling: Performance Analysis and Engineering Case Study. . , 2021.09.13 [5]. . 岩爆微震特征的支护体系刚度效应初探. . , 2021.09.13 [6]. . 基于引力搜索法的隧道围岩微震定位研究. . , 2021.09.13 [7]. . 基于EMS微震参数的岩爆预警方法及探讨. . , 2021.09.13 [8]. . Identifying crack initiation stress threshold in brittle rocks using axial strain stiffness characteristics. . , 2021.09.13 [9]. . Failure mechanism and stabilization of a basalt rock slide with weak layers. . , 2021.09.13 [10]. . The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect. . , 2021.09.13 [11]. . Geomechanical types and mechanical analyses of rockbursts. . , 2021.09.13 [12]. . Numerical modelling of fracturing effect stimulated by pulsating hydraulic fracturing in coal seam gas reservoir. . , 2021.09.13 [13]. . 硬脆性岩石热-力-损伤本构模型及其初步运用. . , 2021.09.13 [14]. . Modelling study on rainfall infiltration and drainage effect of Badu landslide. . , 2021.09.13 [15]. . Brittle Rock Modeling Approach and its Validation Using Excavation-Induced Micro-Seismicity. . , 2021.09.13 1[1] .. Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground.,2021.09.13 [2] .. Quantitative Evaluation of the "Non-Enclosed" Microseismic Array: A Case Study in a Deeply Buried Twin-Tube Tunnel.,2021.09.13 [3] .. A method for numerical simulation based on microseismic information and the interpretation of hard rock fracture.,2021.09.13 [4] .. Gravitational Search Algorithm for Microseismic Source Location in Tunneling: Performance Analysis and Engineering Case Study.,2021.09.13 [5] .. 岩爆微震特征的支护体系刚度效应初探.,2021.09.13 [6] .. 基于引力搜索法的隧道围岩微震定位研究.,2021.09.13 [7] .. 基于EMS微震参数的岩爆预警方法及探讨.,2021.09.13 [8] .. Identifying crack initiation stress threshold in brittle rocks using axial strain stiffness characteristics.,2021.09.13 [9] .. Failure mechanism and stabilization of a basalt rock slide with weak layers.,2021.09.13 [10] .. The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect.,2021.09.13 [11] .. Geomechanical types and mechanical analyses of rockbursts.,2021.09.13 [12] .. Numerical modelling of fracturing effect stimulated by pulsating hydraulic fracturing in coal seam gas reservoir.,2021.09.13 [13] .. 硬脆性岩石热-力-损伤本构模型及其初步运用.,2021.09.13 [14] .. Modelling study on rainfall infiltration and drainage effect of Badu landslide.,2021.09.13 [15] .. Brittle Rock Modeling Approach and its Validation Using Excavation-Induced Micro-Seismicity.,2021.09.13 1[1]. Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground.:2021.09 - 2021.09 [2]. Quantitative Evaluation of the "Non-Enclosed" Microseismic Array: A Case Study in a Deeply Buried Twin-Tube Tunnel.:2021.09 - 2021.09 [3]. A method for numerical simulation based on microseismic information and the interpretation of hard rock fracture.:2021.09 - 2021.09 [4]. Gravitational Search Algorithm for Microseismic Source Location in Tunneling: Performance Analysis and Engineering Case Study.:2021.09 - 2021.09 [5]. 岩爆微震特征的支护体系刚度效应初探.:2021.09 - 2021.09 [6]. 基于引力搜索法的隧道围岩微震定位研究.:2021.09 - 2021.09 [7]. 基于EMS微震参数的岩爆预警方法及探讨.:2021.09 - 2021.09 [8]. Identifying crack initiation stress threshold in brittle rocks using axial strain stiffness characteristics.:2021.09 - 2021.09 [9]. Failure mechanism and stabilization of a basalt rock slide with weak layers.:2021.09 - 2021.09 [10]. The Grain-Based Model Numerical Simulation of Unconfined Compressive Strength Experiment Under Thermal-Mechanical Coupling Effect.:2021.09 - 2021.09 [11]. Geomechanical types and mechanical analyses of rockbursts.:2021.09 - 2021.09 [12]. Numerical modelling of fracturing effect stimulated by pulsating hydraulic fracturing in coal seam gas reservoir.:2021.09 - 2021.09 [13]. 硬脆性岩石热-力-损伤本构模型及其初步运用.:2021.09 - 2021.09 [14]. Modelling study on rainfall infiltration and drainage effect of Badu landslide.:2021.09 - 2021.09 [15]. Brittle Rock Modeling Approach and its Validation Using Excavation-Induced Micro-Seismicity.:2021.09 - 2021.09 1出版专著Published Books12111科技奖励Science&Tech Awards12111发明专利Patents[1]. .一种隧道围岩微震波速的获取方法,, 2019 , : ()[2]. .一种隧道围岩微震源定位方法,, 2019 , : ()[3]. .双线隧道微震监测系统,, 2019 , : ()12[1]. 一种隧道围岩微震波速的获取方法.. 2019. 发明专利 [2]. 一种隧道围岩微震源定位方法.. 2019. 发明专利 [3]. 双线隧道微震监测系统.. 2019. 实用新型专利 [1]. . 一种隧道围岩微震波速的获取方法.:, 2019 [2]. . 一种隧道围岩微震源定位方法.:, 2019 [3]. . 双线隧道微震监测系统.:, 2019 [1]. 马春驰;李天斌;张航;韩瑀萱;周雄华;王剑锋. 一种隧道围岩微震波速的获取方法. 发明专利. ZL201810634022.1, 2019.10.25 [2]. 马春驰;李天斌;张航;韩瑀萱;周雄华;王剑锋. 一种隧道围岩微震源定位方法. 发明专利. ZL201810634339.5, 2019.10.25 [3]. 马春驰;李天斌;张航;韩瑀萱;周雄华;高美奔. 双线隧道微震监测系统. 实用新型专利. ZL201820947092, 2019.05.31 1[1] .. 一种隧道围岩微震波速的获取方法.,2019.10.25 [2] .. 一种隧道围岩微震源定位方法.,2019.10.25 [3] .. 双线隧道微震监测系统.,2019.05.31 1[1]. 一种隧道围岩微震波速的获取方法.:2021.09 - 2021.09 [2]. 一种隧道围岩微震源定位方法.:2021.09 - 2021.09 [3]. 双线隧道微震监测系统.:2021.09 - 2021.09 1软件著作权Software Copyrights[1]. .隧道围岩微地震源智能定位分析平台,, 2018 , : ()[2]. .基于微地震源监测的地下工程灾害预警系统,, 2018 , : ()12[1]. 隧道围岩微地震源智能定位分析平台.. 2018. [2]. 基于微地震源监测的地下工程灾害预警系统.. 2018. [1]. . 隧道围岩微地震源智能定位分析平台.:, 2018 [2]. . 基于微地震源监测的地下工程灾害预警系统.:, 2018 [1]. . 隧道围岩微地震源智能定位分析平台. . , 2018.11.15 [2]. . 基于微地震源监测的地下工程灾害预警系统. . , 2018.11.15 1[1] .马春驰. 隧道围岩微地震源智能定位分析平台.2018SR911945,2018.11.15 [2] .马春驰. 基于微地震源监测的地下工程灾害预警系统.2018SR911949,2018.11.15 1[1]. 隧道围岩微地震源智能定位分析平台.:2021.09 - 2021.09 [2]. 基于微地震源监测的地下工程灾害预警系统.:2021.09 - 2021.09 1科研项目Research Projects[1]. .基于启发式算法的深部地下工程微震破裂源定位研究,, 2019 , : ()[2]. .初期支护结构对高地应力隧道硬岩微震活动性影响的机理研究,, 2018 , : ()[3]. .深部隧道围岩破裂微震活动与支护结构的相互作用研究,, 2018 , : ()12[1]. 基于启发式算法的深部地下工程微震破裂源定位研究.. 2019. 地质灾害防治与地质环境保护国家重点实验室课题 [2]. 初期支护结构对高地应力隧道硬岩微震活动性影响的机理研究.. 2018. 国家自然科学基金项目 [3]. 深部隧道围岩破裂微震活动与支护结构的相互作用研究.. 2018. 四川省科技计划项目 [1]. . 基于启发式算法的深部地下工程微震破裂源定位研究.:, 2019 [2]. . 初期支护结构对高地应力隧道硬岩微震活动性影响的机理研究.:, 2018 [3]. . 深部隧道围岩破裂微震活动与支护结构的相互作用研究.:, 2018 [1]. . 基于启发式算法的深部地下工程微震破裂源定位研究. 地质灾害防治与地质环境保护国家重点实验室课题. , 2021.09.13 [2]. . 初期支护结构对高地应力隧道硬岩微震活动性影响的机理研究. 国家自然科学基金项目. , 2021.09.13 [3]. . 深部隧道围岩破裂微震活动与支护结构的相互作用研究. 四川省科技计划项目. , 2021.09.13 1[1] .. 基于启发式算法的深部地下工程微震破裂源定位研究.,2021.09.13 [2] .. 初期支护结构对高地应力隧道硬岩微震活动性影响的机理研究.,2021.09.13 [3] .. 深部隧道围岩破裂微震活动与支护结构的相互作用研究.,2021.09.13 1[1]. 基于启发式算法的深部地下工程微震破裂源定位研究.自由探索课题:2019.01 - 2020.12 [2]. 初期支护结构对高地应力隧道硬岩微震活动性影响的机理研究.青年科学基金项目:2019.01 - 2021.12 [3]. 深部隧道围岩破裂微震活动与支护结构的相互作用研究.省部级基金或各部委重大、重点项目:2019.01 - 2022.12 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