分享路军富LU Junfu教授 / 博士生导师 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（道路工程） 研究领域：隧道及地下工程 职????务： lujunfu@126.com84073191个人简介 Introduction发表论文 Paper Publications出版专著 Published Books发明专利 Patents 基本信息 Introduction???? 路军富，河南新乡人，工学博士，博士后，教授，博士生导师，第11批四川省学术与技术带头人后备人选。毕业于西南交通大学桥梁与隧道工程专业，现就职于成都理工大学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固定研究人员。中国土木工程学会隧道及地下工程分会理事，中国公路学会隧道工程分行理事，中国岩石力学与工程学会岩土信息技术与应用分会理事。 ??? 长期致力于隧道及地下工程设计理论与施工力学方面的研究，在交通隧道结构全寿命安全监测系统设计与研发、交通隧道结构可靠度理论和设计方法等领域具有丰富的理论水平和实践经验。 ??? 近年来，主持和参加国家级、省部级研究项目十余项，主持项目中包括：国家自然科学基金2项，四川省科学技术厅项目3项，中国博士后科学基金面上项目1项，四川省博士后特别资助基金1项，地质灾害防治与地质环境保护国家重点实验室自主研究课题3项等；主研参与国家863计划、交通部及铁道部科技支撑项目多项。对厦门翔安海底隧道建设与运营成套技术、大型跨江海隧道结构力学特征及整体化设计方法、铁路隧道结构可靠度设计方法、郑西客运专线大断面黄土隧道设计与施工技术等隧道修建技术的提升和发展起到了重要作用。 ??? 发表学术论文30余篇，其中SCI期刊检索8篇，EI检索10余篇，编写专著3部，中国铁路总公司规范1部及地方标准1部。申请发明专利7项，其中已授权发明专利1项及实用新型专利3项，软件著作权1项。 联系方式：lujunfu@126.com ??? ? 荣誉称号 Academic Awards and Honors 2016年, “中国岩石力学与工程学会岩土工程信息技术与应用分会第一届理事会理事” ; 2014年, “第十一批四川省学术和技术带头人后备人选:路军富” ; 1 工作经历 Work Experience2011.01- 2015.12至今， 成都理工大学 ， 副教授 2013.11- 2015.12至今， 中铁二院工程集团有限公司， 博士后 个人新闻更多友情链接更多教育经历Education Background 2000.09-2004.07，长春工程学院，土木工程，本科 2004.09-2007.03，西华大学 ，岩土工程，硕士研究生 2007.03-2010.12，西南交通大学，桥梁与隧道工程，博士研究生 发表论文Paper Publications[1]. Lu, Junfu; Li, Di; Xue, Xiaoqiang; Ling, Shenlin.Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content,EARTH SCIENCES RESEARCH JOURNAL, 2018 ,22 (1):65-71 ( SCI收录; )[2]. Lu, J.F.(1); Zhang, C.W.(1); Jian, P.(1).Meso-structure parameters of discrete element method of sand pebble surrounding rock particles in different dense degrees,Springer Proceedings in Physics, 2017 ,188 (-):871-879 ( EI收录; )[3]. Xue, Xiaoqiang; Lu, Junfu.Electrochemical Impedance Spectroscopy Investigation of a Polyurethane Coating on Bridge 16Mnq Steel Surface,INTERNATIONAL JOURNAL OF ELECTROCHEMICAL SCIENCE, 2017 ,12 (4):3179-3187 ( SCI收录; )[4]. Lu, Junfu; Xue, Xiaoqiang.RESEARCH ON THE CLASSIFICATION OF LIFE-CYCLE SAFETY MONITORING LEVELS OF SUBSEA TUNNELS,POLISH MARITIME RESEARCH, 2017 ,24 (-):125-132 ( SCI收录; EI收录; )[5]. Lu, Junfu; Xue, Xiaoqiang.Training Mode of Innovative Talents of Civil Engineering Education Based on TRIZ Theory in China,EURASIA JOURNAL OF MATHEMATICS SCIENCE AND TECHNOLOGY EDUCATION, 2017 ,13 (7):4301-4309 ( SCI收录; SSCI收录; )[6]. 穆成林; 裴向军; 路军富; 裴钻; 习朝辉.基于尖点突变模型巷道层状围岩失稳机制及判据研究,煤炭学报, 2017 ,42 (6):1429-1435 ( CSCD收录; EI收录; )[7]. Lu, Junfu(1); Xue, Xiaoqiang(1); Ji, Feng(1).Influence of the scale and close distance of lateral karst cave on the surrounding rock deformation of shield tunnel,Journal of Computational and Theoretical Nanoscience, 2016 ,13 (2):1363-1368 ( EI收录; )[8]. Jiang, Baiyu(1); Lu, Junfu(1); Yu, Yu(2).Reliability evaluation method of supporting structure of subsea tunnel based on fuzzy probability,Journal of Computational and Theoretical Nanoscience, 2016 ,13 (2):1442-1449 ( EI收录; )[9]. 穆成林; 裴向军; 路军富.基于多层次灰色理论围岩稳定性评价研究,地下空间与工程学报, 2016 ,12 (1):220-226 ( CSCD收录; )[10]. 穆成林; 黄润秋; 裴向军; 裴钻; 路军富.基于组合赋权-未确知测度理论的围岩稳定性评价,岩土工程学报, 2016 ,38 (6):1057-1063 ( CSCD收录; EI收录; )[11]. 张硕; 路军富; 裴向军; 张博; 王双.坠落式危岩体稳定性可靠度判定及参数敏感性分析,工程地质学报, 2015 ,23 (3):429-437 ( CSCD收录; )[12]. Lu, Junfu(1,2,3); Yu, Yu(1); Wang, Xun(1).Research on mechanical characteristic of weak surrounding rock large span double and multi-arch tunnel construction,Open Civil Engineering Journal, 2014 ,8 (1):420-426 ( EI收录; )[13]. Lu, Junfu(1,2); Li, Dongming(1); Ji, Feng(1); Xu, Wenlai(1).Influence of underground excavation of large-section intercity railway tunnel on adjacent pile foundation,Open Civil Engineering Journal, 2014 ,8 (1):427-433 ( EI收录; )[14]. Ji, Feng; Lu, Junfu; Shi, Yuchuan; Zhou, Chunhong.Mechanical response of surrounding rock of tunnels constructed with the TBM and drill-blasting method,NATURAL HAZARDS, 2013 ,66 (2):545-556 ( SCI收录; )[15]. Ji, Feng; Lu, Junfu; Shi, Yuchuan; Chen, Guoqing.Prediction model of rock mass quality classification based on TBM boring parameters,DISASTER ADVANCES, 2013 ,6 (-):265-274 ( SCI收录; )12[1]. Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content.. 2018. [2]. Meso-structure parameters of discrete element method of sand pebble surrounding rock particles in different dense degrees.. 2017. [3]. Electrochemical Impedance Spectroscopy Investigation of a Polyurethane Coating on Bridge 16Mnq Steel Surface.. 2017. [4]. RESEARCH ON THE CLASSIFICATION OF LIFE-CYCLE SAFETY MONITORING LEVELS OF SUBSEA TUNNELS.. 2017. [5]. Training Mode of Innovative Talents of Civil Engineering Education Based on TRIZ Theory in China.. 2017. [6]. 基于尖点突变模型巷道层状围岩失稳机制及判据研究.. 2017. [7]. Influence of the scale and close distance of lateral karst cave on the surrounding rock deformation of shield tunnel.. 2016. [8]. Reliability evaluation method of supporting structure of subsea tunnel based on fuzzy probability.. 2016. [9]. 基于多层次灰色理论围岩稳定性评价研究.. 2016. [10]. 基于组合赋权-未确知测度理论的围岩稳定性评价.. 2016. [11]. 坠落式危岩体稳定性可靠度判定及参数敏感性分析.. 2015. [12]. Research on mechanical characteristic of weak surrounding rock large span double and multi-arch tunnel construction.. 2014. [13]. Influence of underground excavation of large-section intercity railway tunnel on adjacent pile foundation.. 2014. [14]. Mechanical response of surrounding rock of tunnels constructed with the TBM and drill-blasting method.. 2013. [15]. Prediction model of rock mass quality classification based on TBM boring parameters.. 2013. [1]. Lu, Junfu; Li, Di; Xue, Xiaoqiang; Ling, Shenlin. Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content.:, 2018 [2]. Lu, J.F.(1); Zhang, C.W.(1); Jian, P.(1). Meso-structure parameters of discrete element method of sand pebble surrounding rock particles in different dense degrees.:, 2017 [3]. Xue, Xiaoqiang; Lu, Junfu. Electrochemical Impedance Spectroscopy Investigation of a Polyurethane Coating on Bridge 16Mnq Steel Surface.:, 2017 [4]. Lu, Junfu; Xue, Xiaoqiang. RESEARCH ON THE CLASSIFICATION OF LIFE-CYCLE SAFETY MONITORING LEVELS OF SUBSEA TUNNELS.:, 2017 [5]. Lu, Junfu; Xue, Xiaoqiang. Training Mode of Innovative Talents of Civil Engineering Education Based on TRIZ Theory in China.:, 2017 [6]. 穆成林; 裴向军; 路军富; 裴钻; 习朝辉. 基于尖点突变模型巷道层状围岩失稳机制及判据研究.:, 2017 [7]. Lu, Junfu(1); Xue, Xiaoqiang(1); Ji, Feng(1). Influence of the scale and close distance of lateral karst cave on the surrounding rock deformation of shield tunnel.:, 2016 [8]. Jiang, Baiyu(1); Lu, Junfu(1); Yu, Yu(2). Reliability evaluation method of supporting structure of subsea tunnel based on fuzzy probability.:, 2016 [9]. 穆成林; 裴向军; 路军富. 基于多层次灰色理论围岩稳定性评价研究.:, 2016 [10]. 穆成林; 黄润秋; 裴向军; 裴钻; 路军富. 基于组合赋权-未确知测度理论的围岩稳定性评价.:, 2016 [11]. 张硕; 路军富; 裴向军; 张博; 王双. 坠落式危岩体稳定性可靠度判定及参数敏感性分析.:, 2015 [12]. Lu, Junfu(1,2,3); Yu, Yu(1); Wang, Xun(1). Research on mechanical characteristic of weak surrounding rock large span double and multi-arch tunnel construction.:, 2014 [13]. Lu, Junfu(1,2); Li, Dongming(1); Ji, Feng(1); Xu, Wenlai(1). Influence of underground excavation of large-section intercity railway tunnel on adjacent pile foundation.:, 2014 [14]. Ji, Feng; Lu, Junfu; Shi, Yuchuan; Zhou, Chunhong. Mechanical response of surrounding rock of tunnels constructed with the TBM and drill-blasting method.:, 2013 [15]. Ji, Feng; Lu, Junfu; Shi, Yuchuan; Chen, Guoqing. Prediction model of rock mass quality classification based on TBM boring parameters.:, 2013 1[1]. . Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content. . , 2021.09.13 [2]. . Meso-structure parameters of discrete element method of sand pebble surrounding rock particles in different dense degrees. . , 2021.09.13 [3]. . Electrochemical Impedance Spectroscopy Investigation of a Polyurethane Coating on Bridge 16Mnq Steel Surface. . , 2021.09.13 [4]. . RESEARCH ON THE CLASSIFICATION OF LIFE-CYCLE SAFETY MONITORING LEVELS OF SUBSEA TUNNELS. . , 2021.09.13 [5]. . Training Mode of Innovative Talents of Civil Engineering Education Based on TRIZ Theory in China. . , 2021.09.13 [6]. . 基于尖点突变模型巷道层状围岩失稳机制及判据研究. . , 2021.09.13 [7]. . Influence of the scale and close distance of lateral karst cave on the surrounding rock deformation of shield tunnel. . , 2021.09.13 [8]. . Reliability evaluation method of supporting structure of subsea tunnel based on fuzzy probability. . , 2021.09.13 [9]. . 基于多层次灰色理论围岩稳定性评价研究. . , 2021.09.13 [10]. . 基于组合赋权-未确知测度理论的围岩稳定性评价. . , 2021.09.13 [11]. . 坠落式危岩体稳定性可靠度判定及参数敏感性分析. . , 2021.09.13 [12]. . Research on mechanical characteristic of weak surrounding rock large span double and multi-arch tunnel construction. . , 2021.09.13 [13]. . Influence of underground excavation of large-section intercity railway tunnel on adjacent pile foundation. . , 2021.09.13 [14]. . Mechanical response of surrounding rock of tunnels constructed with the TBM and drill-blasting method. . , 2021.09.13 [15]. . Prediction model of rock mass quality classification based on TBM boring parameters. . , 2021.09.13 1[1] .. Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content.,2021.09.13 [2] .. Meso-structure parameters of discrete element method of sand pebble surrounding rock particles in different dense degrees.,2021.09.13 [3] .. Electrochemical Impedance Spectroscopy Investigation of a Polyurethane Coating on Bridge 16Mnq Steel Surface.,2021.09.13 [4] .. RESEARCH ON THE CLASSIFICATION OF LIFE-CYCLE SAFETY MONITORING LEVELS OF SUBSEA TUNNELS.,2021.09.13 [5] .. Training Mode of Innovative Talents of Civil Engineering Education Based on TRIZ Theory in China.,2021.09.13 [6] .. 基于尖点突变模型巷道层状围岩失稳机制及判据研究.,2021.09.13 [7] .. Influence of the scale and close distance of lateral karst cave on the surrounding rock deformation of shield tunnel.,2021.09.13 [8] .. Reliability evaluation method of supporting structure of subsea tunnel based on fuzzy probability.,2021.09.13 [9] .. 基于多层次灰色理论围岩稳定性评价研究.,2021.09.13 [10] .. 基于组合赋权-未确知测度理论的围岩稳定性评价.,2021.09.13 [11] .. 坠落式危岩体稳定性可靠度判定及参数敏感性分析.,2021.09.13 [12] .. Research on mechanical characteristic of weak surrounding rock large span double and multi-arch tunnel construction.,2021.09.13 [13] .. Influence of underground excavation of large-section intercity railway tunnel on adjacent pile foundation.,2021.09.13 [14] .. Mechanical response of surrounding rock of tunnels constructed with the TBM and drill-blasting method.,2021.09.13 [15] .. Prediction model of rock mass quality classification based on TBM boring parameters.,2021.09.13 [1]. Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content.:2021.09 - 2021.09 [2]. Meso-structure parameters of discrete element method of sand pebble surrounding rock particles in different dense degrees.:2021.09 - 2021.09 [3]. Electrochemical Impedance Spectroscopy Investigation of a Polyurethane Coating on Bridge 16Mnq Steel Surface.:2021.09 - 2021.09 [4]. RESEARCH ON THE CLASSIFICATION OF LIFE-CYCLE SAFETY MONITORING LEVELS OF SUBSEA TUNNELS.:2021.09 - 2021.09 [5]. Training Mode of Innovative Talents of Civil Engineering Education Based on TRIZ Theory in China.:2021.09 - 2021.09 [6]. 基于尖点突变模型巷道层状围岩失稳机制及判据研究.:2021.09 - 2021.09 [7]. Influence of the scale and close distance of lateral karst cave on the surrounding rock deformation of shield tunnel.:2021.09 - 2021.09 [8]. Reliability evaluation method of supporting structure of subsea tunnel based on fuzzy probability.:2021.09 - 2021.09 [9]. 基于多层次灰色理论围岩稳定性评价研究.:2021.09 - 2021.09 [10]. 基于组合赋权-未确知测度理论的围岩稳定性评价.:2021.09 - 2021.09 [11]. 坠落式危岩体稳定性可靠度判定及参数敏感性分析.:2021.09 - 2021.09 [12]. Research on mechanical characteristic of weak surrounding rock large span double and multi-arch tunnel construction.:2021.09 - 2021.09 [13]. Influence of underground excavation of large-section intercity railway tunnel on adjacent pile foundation.:2021.09 - 2021.09 [14]. Mechanical response of surrounding rock of tunnels constructed with the TBM and drill-blasting method.:2021.09 - 2021.09 [15]. Prediction model of rock mass quality classification based on TBM boring parameters.:2021.09 - 2021.09 出版专著Published Books[1]. 王明年; 路军富; 刘大刚; 于丽.海底隧道全寿命安全监控量测技术,, 2012 , : ()12[1]. 海底隧道全寿命安全监控量测技术.. 2012. 专著 [1]. 王明年; 路军富; 刘大刚; 于丽. 海底隧道全寿命安全监控量测技术.北京:人民交通出版社, 2012 1[1]. . 海底隧道全寿命安全监控量测技术. 专著. , 2021.09.13 1[1] .. 海底隧道全寿命安全监控量测技术.,2021.09.13 [1]. 海底隧道全寿命安全监控量测技术.:2021.09 - 2021.09 科技奖励Science&Tech Awards1211发明专利Patents[1]. .一种隧道让压式支护体系,, 2018 , : ()[2]. .一种新型液压增阻式隧道让压装置,, 2018 , : ()[3]. .隧道用锚杆端头保护帽,, 2016 , : ()[4]. .隧道颗粒土及支护结构相互作用实验平台,, 2016 , : ()12[1]. 一种隧道让压式支护体系.. 2018. 发明专利 [2]. 一种新型液压增阻式隧道让压装置.. 2018. 实用新型专利 [3]. 隧道用锚杆端头保护帽.. 2016. 实用新型专利 [4]. 隧道颗粒土及支护结构相互作用实验平台.. 2016. 发明专利 [1]. . 一种隧道让压式支护体系.:, 2018 [2]. . 一种新型液压增阻式隧道让压装置.:, 2018 [3]. . 隧道用锚杆端头保护帽.:, 2016 [4]. . 隧道颗粒土及支护结构相互作用实验平台.:, 2016 1[1]. 路军富,韩爱果,冉鑫,任光明,钟英哲,张钊,凌深林,陈锦涛,王文坡. 一种隧道让压式支护体系. 发明专利. ZL201610894498X, 2018.05.08 [2]. 路军富,韩爱果,冉鑫,钟英哲,姜柏宇,张钊,凌森林. 一种新型液压增阻式隧道让压装置. 实用新型专利. ZL201710690314.2, 2018.02.23 [3]. 路军富,姜柏宇,贾媛媛,李东明,简鹏,章春炜,冉鑫,钟英哲. 隧道用锚杆端头保护帽. 实用新型专利. ZL201620044528.3, 2016.07.06 [4]. 路军富,钟英哲,姜伯宇,李晓强,冉鑫,凌森林,张钊. 隧道颗粒土及支护结构相互作用实验平台. 发明专利. ZL201610948524.2, 2017.02.22 1[1] .. 一种隧道让压式支护体系.,2018.05.08 [2] .. 一种新型液压增阻式隧道让压装置.,2018.02.23 [3] .. 隧道用锚杆端头保护帽.,2016.07.06 [4] .. 隧道颗粒土及支护结构相互作用实验平台.,2017.02.22 [1]. 一种隧道让压式支护体系.:2021.09 - 2021.09 [2]. 一种新型液压增阻式隧道让压装置.:2021.09 - 2021.09 [3]. 隧道用锚杆端头保护帽.:2021.09 - 2021.09 [4]. 隧道颗粒土及支护结构相互作用实验平台.:2021.09 - 2021.09 软件著作权Software Copyrights1211科研项目Research Projects1211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