分享严明教授 / 硕导 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： 职????务： 84073192个人简介 Introduction发表论文 Paper Publications科技奖励 Science&Tech Awards发明专利 Patents 基本信息 Introduction 荣誉称号 Academic Awards and Honors 工作经历 Work Experience1985.07- 1988.08至今， 河南地矿局第二水文地质大队， 助理工程师 1991.07- 1993.11至今， 成都地质学院， 助教 1993.12- 1998.11至今， 成都地质学院， 讲师 1998.12- 2005.11至今， 成都理工大学， 副教授 2005.12- 2021.09至今， 成都理工大学， 教授 个人新闻更多友情链接更多教育经历Education Background 1981.09-1985.06，成都地质学院，水文地质工程系水文地质专业，本科 1988.09-1991.07，成都地质学院，工程地质研究所工程地质专业，硕士研究生 发表论文Paper Publications[1]. 杨静熙; 严明; 赵小平; 杜潇翔; 张维熙.深切河谷岸坡应力水平分布型式的讨论,水利水电技术, 2018 ,49 (2):169-176 ( CSCD收录; )[2]. Zhu Lei; Huang Run-qiu; Yan Ming; Chen Guo-qing; Wei Wei.Distribution and mechanism of gently dipping fractures subjected to river incision: A case study from Nujiang River, China,JOURNAL OF MOUNTAIN SCIENCE, 2018 ,15 (1):211-224 ( SCI收录; )[3]. Zhao Wei-hua; Frost, J. D.; Huang Run-qiu; Yan Ming; Jin Long-de.Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site,JOURNAL OF MOUNTAIN SCIENCE, 2017 ,14 (10):2106-2121 ( SCI收录; )[4]. Zhu Lei; Huang Run-qiu; Yan Ming; Chen Guo-qing.Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China,JOURNAL OF MOUNTAIN SCIENCE, 2017 ,14 (10):2122-2133 ( SCI收录; )[5]. 黄润秋; 李渝生; 严明.斜坡倾倒变形的工程地质分析,工程地质学报, 2017 ,25 (5):1165-1181 ( CSCD收录; )[6]. 朱雷; 黄润秋; 严明; 陈国庆.基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究,岩土工程学报, 2017 ,39 (7):1216-1224 ( CSCD收录; EI收录; )[7]. 朱雷; 严明; 黄润秋; 高峰.岩质斜坡中缓倾裂隙分布与成因工程地质分析,西南交通大学学报, 2017 ,52 (3):554-562 ( CSCD收录; EI收录; )[8]. Zhao, W.H.(1); Yan, M.(1); Huang, R.Q.(1); Yang, Z.G.(1).Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China,Landslides and Engineered Slopes. Experience, Theory and Practice, 2016 ,3 (-):2121-2127 ( EI收录; )[9]. 刘明; 黄润秋; 严明; 林锋.倾斜面上岩体结构面加权节理密度(wJd)的获取,岩石力学与工程学报, 2016 ,35 (10):1975-1989 ( CSCD收录; EI收录; )[10]. 严明; 郑秀红; 朱雷; 陈亚鹏.某块状岩质斜坡滑移-张裂变形机制的工程地质分析,岩石力学与工程学报, 2016 ,35 (1):130-140 ( CSCD收录; EI收录; )[11]. Zhao, Weihua; Huang, Runqiu; Yan, Ming.Study on the deformation and failure modes of rock mass containing concentrated parallel joints with different spacing and number based on smooth joint model in PFC,ARABIAN JOURNAL OF GEOSCIENCES, 2015 ,8 (10):7887-7897 ( SCI收录; )[12]. Zhao, Weihua; Huang, Runqiu; Yan, Ming.Mechanical and fracture behavior of rock mass with parallel concentrated joints with different dip angle and number based on PFC simulation,GEOMECHANICS AND ENGINEERING, 2015 ,8 (6):757-767 ( SCI收录; EI收录; )[13]. 赵伟华; 严明; 黄润秋.西南某水电站中缓倾裂隙特征及发育模式分析,工程地质学报, 2014 ,22 (6):1301-1308 ( CSCD收录; )[14]. 刘明; 黄润秋; 严明; 巨能攀.侧伏规律在岩质边坡结构面编录中的应用,工程地质学报, 2011 ,19 (1):11-20 ( CSCD收录; )[15]. 张莹; 黄润秋; 严明; 霍俊杰.Laslett算法和广义H-H算法在不同迹长层次下的适用性讨论,工程地质学报, 2011 ,19 (2):238-243 ( CSCD收录; )12[1]. 深切河谷岸坡应力水平分布型式的讨论.. 2018. [2]. Distribution and mechanism of gently dipping fractures subjected to river incision: A case study from Nujiang River, China.. 2018. [3]. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.. 2017. [4]. Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China.. 2017. [5]. 斜坡倾倒变形的工程地质分析.. 2017. [6]. 基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究.. 2017. [7]. 岩质斜坡中缓倾裂隙分布与成因工程地质分析.. 2017. [8]. Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.. 2016. [9]. 倾斜面上岩体结构面加权节理密度(wJd)的获取.. 2016. [10]. 某块状岩质斜坡滑移-张裂变形机制的工程地质分析.. 2016. [11]. Study on the deformation and failure modes of rock mass containing concentrated parallel joints with different spacing and number based on smooth joint model in PFC.. 2015. [12]. Mechanical and fracture behavior of rock mass with parallel concentrated joints with different dip angle and number based on PFC simulation.. 2015. [13]. 西南某水电站中缓倾裂隙特征及发育模式分析.. 2014. [14]. 侧伏规律在岩质边坡结构面编录中的应用.. 2011. [15]. Laslett算法和广义H-H算法在不同迹长层次下的适用性讨论.. 2011. 1[1]. 杨静熙; 严明; 赵小平; 杜潇翔; 张维熙. 深切河谷岸坡应力水平分布型式的讨论.:, 2018 [2]. Zhu Lei; Huang Run-qiu; Yan Ming; Chen Guo-qing; Wei Wei. Distribution and mechanism of gently dipping fractures subjected to river incision: A case study from Nujiang River, China.:, 2018 [3]. Zhao Wei-hua; Frost, J. D.; Huang Run-qiu; Yan Ming; Jin Long-de. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.:, 2017 [4]. Zhu Lei; Huang Run-qiu; Yan Ming; Chen Guo-qing. Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China.:, 2017 [5]. 黄润秋; 李渝生; 严明. 斜坡倾倒变形的工程地质分析.:, 2017 [6]. 朱雷; 黄润秋; 严明; 陈国庆. 基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究.:, 2017 [7]. 朱雷; 严明; 黄润秋; 高峰. 岩质斜坡中缓倾裂隙分布与成因工程地质分析.:, 2017 [8]. Zhao, W.H.(1); Yan, M.(1); Huang, R.Q.(1); Yang, Z.G.(1). Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.:, 2016 [9]. 刘明; 黄润秋; 严明; 林锋. 倾斜面上岩体结构面加权节理密度(wJd)的获取.:, 2016 [10]. 严明; 郑秀红; 朱雷; 陈亚鹏. 某块状岩质斜坡滑移-张裂变形机制的工程地质分析.:, 2016 [11]. Zhao, Weihua; Huang, Runqiu; Yan, Ming. Study on the deformation and failure modes of rock mass containing concentrated parallel joints with different spacing and number based on smooth joint model in PFC.:, 2015 [12]. Zhao, Weihua; Huang, Runqiu; Yan, Ming. Mechanical and fracture behavior of rock mass with parallel concentrated joints with different dip angle and number based on PFC simulation.:, 2015 [13]. 赵伟华; 严明; 黄润秋. 西南某水电站中缓倾裂隙特征及发育模式分析.:, 2014 [14]. 刘明; 黄润秋; 严明; 巨能攀. 侧伏规律在岩质边坡结构面编录中的应用.:, 2011 [15]. 张莹; 黄润秋; 严明; 霍俊杰. Laslett算法和广义H-H算法在不同迹长层次下的适用性讨论.:, 2011 [1]. . 深切河谷岸坡应力水平分布型式的讨论. . , 2021.09.13 [2]. . Distribution and mechanism of gently dipping fractures subjected to river incision: A case study from Nujiang River, China. . , 2021.09.13 [3]. . Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site. . , 2021.09.13 [4]. . Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China. . , 2021.09.13 [5]. . 斜坡倾倒变形的工程地质分析. . , 2021.09.13 [6]. . 基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究. . , 2021.09.13 [7]. . 岩质斜坡中缓倾裂隙分布与成因工程地质分析. . , 2021.09.13 [8]. . Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China. . , 2021.09.13 [9]. . 倾斜面上岩体结构面加权节理密度(wJd)的获取. . , 2021.09.13 [10]. . 某块状岩质斜坡滑移-张裂变形机制的工程地质分析. . , 2021.09.13 [11]. . Study on the deformation and failure modes of rock mass containing concentrated parallel joints with different spacing and number based on smooth joint model in PFC. . , 2021.09.13 [12]. . Mechanical and fracture behavior of rock mass with parallel concentrated joints with different dip angle and number based on PFC simulation. . , 2021.09.13 [13]. . 西南某水电站中缓倾裂隙特征及发育模式分析. . , 2021.09.13 [14]. . 侧伏规律在岩质边坡结构面编录中的应用. . , 2021.09.13 [15]. . Laslett算法和广义H-H算法在不同迹长层次下的适用性讨论. . , 2021.09.13 1[1] .. 深切河谷岸坡应力水平分布型式的讨论.,2021.09.13 [2] .. Distribution and mechanism of gently dipping fractures subjected to river incision: A case study from Nujiang River, China.,2021.09.13 [3] .. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.,2021.09.13 [4] .. Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China.,2021.09.13 [5] .. 斜坡倾倒变形的工程地质分析.,2021.09.13 [6] .. 基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究.,2021.09.13 [7] .. 岩质斜坡中缓倾裂隙分布与成因工程地质分析.,2021.09.13 [8] .. Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.,2021.09.13 [9] .. 倾斜面上岩体结构面加权节理密度(wJd)的获取.,2021.09.13 [10] .. 某块状岩质斜坡滑移-张裂变形机制的工程地质分析.,2021.09.13 [11] .. Study on the deformation and failure modes of rock mass containing concentrated parallel joints with different spacing and number based on smooth joint model in PFC.,2021.09.13 [12] .. Mechanical and fracture behavior of rock mass with parallel concentrated joints with different dip angle and number based on PFC simulation.,2021.09.13 [13] .. 西南某水电站中缓倾裂隙特征及发育模式分析.,2021.09.13 [14] .. 侧伏规律在岩质边坡结构面编录中的应用.,2021.09.13 [15] .. Laslett算法和广义H-H算法在不同迹长层次下的适用性讨论.,2021.09.13 [1]. 深切河谷岸坡应力水平分布型式的讨论.:2021.09 - 2021.09 [2]. Distribution and mechanism of gently dipping fractures subjected to river incision: A case study from Nujiang River, China.:2021.09 - 2021.09 [3]. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.:2021.09 - 2021.09 [4]. Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China.:2021.09 - 2021.09 [5]. 斜坡倾倒变形的工程地质分析.:2021.09 - 2021.09 [6]. 基于裂纹扩展模式的岩质斜坡阶梯状滑移破裂机制研究.:2021.09 - 2021.09 [7]. 岩质斜坡中缓倾裂隙分布与成因工程地质分析.:2021.09 - 2021.09 [8]. Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.:2021.09 - 2021.09 [9]. 倾斜面上岩体结构面加权节理密度(wJd)的获取.:2021.09 - 2021.09 [10]. 某块状岩质斜坡滑移-张裂变形机制的工程地质分析.:2021.09 - 2021.09 [11]. Study on the deformation and failure modes of rock mass containing concentrated parallel joints with different spacing and number based on smooth joint model in PFC.:2021.09 - 2021.09 [12]. Mechanical and fracture behavior of rock mass with parallel concentrated joints with different dip angle and number based on PFC simulation.:2021.09 - 2021.09 [13]. 西南某水电站中缓倾裂隙特征及发育模式分析.:2021.09 - 2021.09 [14]. 侧伏规律在岩质边坡结构面编录中的应用.:2021.09 - 2021.09 [15]. Laslett算法和广义H-H算法在不同迹长层次下的适用性讨论.:2021.09 - 2021.09 出版专著Published Books1211科技奖励Science&Tech Awards[1]. .大型滑坡预警预报与应急处置,, 2012 , : ()[2]. .西南地区水电工程复杂高陡边坡稳定控制技术,, 2010 , : ()[3]. .中国西南高边坡稳定性评价及灾害防治,, 2005 , : ()[4]. .崩滑地质灾害模拟预测理论及其应用,, 2004 , : ()[5]. .中国西南地壳表层动力学过程及其地质灾变效应研究,, 2002 , : ()12[1]. 大型滑坡预警预报与应急处置.许强;汤明高;黄润秋;曾裕平;肖进;黄学斌;徐开祥;程温鸣;严明. 2012. 四川省科学技术进步奖 一等奖 [2]. 西南地区水电工程复杂高陡边坡稳定控制技术.宋胜武;周创兵;黄润秋;王仁坤;杨强;汪小刚;周钟;徐卫亚;伍法权;巩满福;姜清辉;陈岗;严明;刘耀儒;贾志欣;郑汉淮;陈益峰;向柏宇;谈小龙;叶发明;黄彦昆;林锋;陈秋华;卢文波;冯学敏. 2010. 中国岩石力学与工程学会科学技术奖 特等奖 [3]. 中国西南高边坡稳定性评价及灾害防治.黄润秋;张倬元;王士天;许模;严明;刘汉超;许强;王运生;林锋;李天斌;邓辉;胡卸文;柴贺军;李渝生;赵其华. 2005. 国家科学技术进步奖 一等奖 [4]. 崩滑地质灾害模拟预测理论及其应用.黄润秋;许强;王来贵;许模;陈剑平; 陶连金;严明;范留明;林锋;邓辉;黄国明;巨能攀; 胡卸文;王贤能;柴贺军. 2004. 教育部科学技术进步奖 二等奖 [5]. 中国西南地壳表层动力学过程及其地质灾变效应研究.黄润秋;王士天;张倬元;刘汉超;李渝生;柴贺军;许模;严明;王运生;许强;刘文周;邓荣贵. 2002. 国土资源部科学技术奖 一等奖 1[1]. . 大型滑坡预警预报与应急处置.:, 2012 [2]. . 西南地区水电工程复杂高陡边坡稳定控制技术.:, 2010 [3]. . 中国西南高边坡稳定性评价及灾害防治.:, 2005 [4]. . 崩滑地质灾害模拟预测理论及其应用.:, 2004 [5]. . 中国西南地壳表层动力学过程及其地质灾变效应研究.:, 2002 [1]. . 大型滑坡预警预报与应急处置. 四川省科学技术进步奖. , 2021.09.13 [2]. . 西南地区水电工程复杂高陡边坡稳定控制技术. 中国岩石力学与工程学会科学技术奖. , 2021.09.13 [3]. . 中国西南高边坡稳定性评价及灾害防治. 国家科学技术进步奖. , 2021.09.13 [4]. . 崩滑地质灾害模拟预测理论及其应用. 教育部科学技术进步奖. , 2021.09.13 [5]. . 中国西南地壳表层动力学过程及其地质灾变效应研究. 国土资源部科学技术奖. , 2021.09.13 1[1] .. 大型滑坡预警预报与应急处置.,2021.09.13 [2] .. 西南地区水电工程复杂高陡边坡稳定控制技术.,2021.09.13 [3] .. 中国西南高边坡稳定性评价及灾害防治.,2021.09.13 [4] .. 崩滑地质灾害模拟预测理论及其应用.,2021.09.13 [5] .. 中国西南地壳表层动力学过程及其地质灾变效应研究.,2021.09.13 [1]. 大型滑坡预警预报与应急处置.:2021.09 - 2021.09 [2]. 西南地区水电工程复杂高陡边坡稳定控制技术.:2021.09 - 2021.09 [3]. 中国西南高边坡稳定性评价及灾害防治.:2021.09 - 2021.09 [4]. 崩滑地质灾害模拟预测理论及其应用.:2021.09 - 2021.09 [5]. 中国西南地壳表层动力学过程及其地质灾变效应研究.:2021.09 - 2021.09 发明专利Patents[1]. .岩石高压渗透试验 系统,, 2010 , : ()12[1]. 岩石高压渗透试验 系统.. 2010. 发明专利 1[1]. . 岩石高压渗透试验 系统.:, 2010 [1]. 黄润秋,徐德敏,付小敏,虞修竞,严明,林锋,邓英尔,蔡国军. 岩石高压渗透试验 系统. 发明专利. ZL200810045304.4, 2010.12.15 1[1] .. 岩石高压渗透试验 系统.,2010.12.15 [1]. 岩石高压渗透试验 系统.: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