分享赵伟华Zhao Weihua副教授 / 硕导 ,成都理工大学青年骨干教师 扫一扫在手机打开此页面所在单位：环境与土木工程学院，地质工程（工程地质） 研究领域：工程高边坡稳定性评价；地质灾害演化机理及监测预警 职????务： 地质工程副系主任 zhaoweihua15@cdut.edu.cn; weihuageo@gmail.com02884077933四川省成都市成华区二仙桥东三路1号，成都理工大学，610059个人简介 Introduction发表论文 Paper Publications发明专利 Patents科研项目 Research Projects 基本信息 Introduction赵伟华，博士，副教授，美国佐治亚理工大学和英国拉夫堡大学访问学者，成都理工大学青年骨干教师。现任教于地质工程系工程地质教研室，同时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。主要从事地质工程专业相关的教学研究工作。专长于岩石高边坡危险路径及稳定性评价、滑坡地质灾害演化机理及监测预警相关，特别对深层倾倒变形体的形成机理、基于多源数据的滑坡识别和失稳机制方面开展了较为深入的研究。作为主要研究成员或技术负责参与了十余座大型水电工程岩质高边坡稳定性、岩体质量及库岸边坡稳定性等专题研究。主讲《工程地质学》、《工程地质分析原理》、《地质认识实习》、《构造地质实习》等课程。作为项目负责人主持国家自然科学基金、地质灾害防治与地质环境保护国家重点实验室自主课题等科研课题10余项。 荣誉称号 Academic Awards and Honors 2021年, “第三届全国大学青年教师地质课程教学比赛二等奖” ; 2019年, “成都理工大学2019年中青年教学骨干教师” ; 2018年, “第十一届青年教师教学竞赛二等奖” ; 2018年, “ 百篇优秀学士学位论文（设计）指导教师” ; 2017年, “百篇优秀学士学位论文（设计）指导教师” ; 1 工作经历 Work Experience2015.03- 2015.09至今， 美国佐治亚理工学院 土木与环境学院， 访问学者 2016.01- 2020.07至今， 成都理工大学， 讲师 2020.07- 2033.12至今， 成都理工大学， 副教授 2019.11- 2020.12至今， 英国 拉夫堡大学 建筑与土木工程学院， 访问学者 2020.10- 2030.12至今， 成都理工大学， 地质工程系 副系主任 个人新闻更多友情链接更多Hydro-Environ...教育经历Education Background 2005.09-2009.06，成都理工大学，勘查技术与工程专业，本科 2009.09-2011.06，成都理工大学，地质工程，硕士研究生 2011.09-2015.12，成都理工大学，地质工程，博士研究生 发表论文Paper Publications[1]. Weihua Zhao, Mingli Xie & Jianjun Zhao.The effect of secondary sawtooth height on shear properties of rock joints with rigid contact,Arabian Journal of Geosciences, 2021 ,14 (***):1-9 ( SCI收录; SCIE收录; )[2]. Weihua Zhao, Rui Wang, Xiuwei Liu, Nengpan Ju, Mingli Xie.Field survey of a catastrophic high-speed long-runout landslide in Jichang Town, Shuicheng County, Guizhou, China, on July 23, 2019,Landslides, 2020 ,17 (6):1415-1427 ( SCI收录; )[3]. Mingli Xie, Weihua Zhao, Nengpan Ju, Chaoyang He, Hongdong Huang, Qinghong Cui.Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China,Engineering Geology, 2020 ,277 (11):online ( SCI收录; )[4]. Weihua Zhao, Chengqiang Zhang, Nengpan Ju.Identification and zonation of deep-seated toppling deformation in a metamorphic rock slope,Bulletin of Engineering Geology and the Environment, 2020 ,online (online):online ( SCI收录; )[5]. Cai Junchao, Ju Nengpan, Huang Runqiu, Zheng Da, Zhao Weihua, Li Longqi Huang Jian.Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China,Journal of Mountain Science, 2019 ,16 (4):924-934 ( SCI收录; )[6]. 赵建军，解明礼，余建乐，赵伟华.冻融作用下含裂隙岩石力学特性及损伤演化规律试验研究,工程地质学报, 2019 ,27 (6):1199 ( 北大核心期刊; )[7]. Zhao, Weihua(1); Huang, Runqiu(1).基于SRM的裂隙岩质边坡潜在失稳路径分析,Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2018 ,37 (8):1843-1855 ( EI收录; )[8]. 赵伟华，刘智，张维熙.西南某大型水电站中缓倾角裂隙发育模式及成因机制分析,工程地质学报, 2018 ,26 (6):1724-1734 ( 北大核心期刊; )[9]. 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; )[10]. 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; )[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]. Zhao, Weihua; Huang, Runqiu; Ju, Nengpan; Zhao, Jianjun.Assessment model for earthquake-triggered landslides based on quantification theory I: case study of Jushui River basin in Sichuan, China,NATURAL HAZARDS, 2014 ,70 (1):821-838 ( SCI收录; )[14]. 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; )[15]. 赵伟华; 黄润秋; 赵建军; 巨能攀; 李果.强震条件下碎裂岩体崩塌机理及崩塌后壁对堆积体稳定性影响研究,工程地质学报, 2011 ,19 (2):205-212 ( CSCD收录; )1[1]. The effect of secondary sawtooth height on shear properties of rock joints with rigid contact.. 2021. [2]. Field survey of a catastrophic high-speed long-runout landslide in Jichang Town, Shuicheng County, Guizhou, China, on July 23, 2019.. 2020. [3]. Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China.. 2020. [4]. Identification and zonation of deep-seated toppling deformation in a metamorphic rock slope.. 2020. [5]. Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China.. 2019. [6]. 冻融作用下含裂隙岩石力学特性及损伤演化规律试验研究.. 2019. [7]. 基于SRM的裂隙岩质边坡潜在失稳路径分析.. 2018. [8]. 西南某大型水电站中缓倾角裂隙发育模式及成因机制分析.. 2018. [9]. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.. 2017. [10]. Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.. 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]. Assessment model for earthquake-triggered landslides based on quantification theory I: case study of Jushui River basin in Sichuan, China.. 2014. [14]. 西南某水电站中缓倾裂隙特征及发育模式分析.. 2014. [15]. 强震条件下碎裂岩体崩塌机理及崩塌后壁对堆积体稳定性影响研究.. 2011. [1]. Weihua Zhao, Mingli Xie & Jianjun Zhao. The effect of secondary sawtooth height on shear properties of rock joints with rigid contact.:, 2021 [2]. Weihua Zhao, Rui Wang, Xiuwei Liu, Nengpan Ju, Mingli Xie. Field survey of a catastrophic high-speed long-runout landslide in Jichang Town, Shuicheng County, Guizhou, China, on July 23, 2019.:, 2020 [3]. Mingli Xie, Weihua Zhao, Nengpan Ju, Chaoyang He, Hongdong Huang, Qinghong Cui. Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China.:, 2020 [4]. Weihua Zhao, Chengqiang Zhang, Nengpan Ju. Identification and zonation of deep-seated toppling deformation in a metamorphic rock slope.:, 2020 [5]. Cai Junchao, Ju Nengpan, Huang Runqiu, Zheng Da, Zhao Weihua, Li Longqi Huang Jian. Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China.:, 2019 [6]. 赵建军，解明礼，余建乐，赵伟华. 冻融作用下含裂隙岩石力学特性及损伤演化规律试验研究.:, 2019 [7]. Zhao, Weihua(1); Huang, Runqiu(1). 基于SRM的裂隙岩质边坡潜在失稳路径分析.:, 2018 [8]. 赵伟华，刘智，张维熙. 西南某大型水电站中缓倾角裂隙发育模式及成因机制分析.:, 2018 [9]. 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 [10]. 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 [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]. Zhao, Weihua; Huang, Runqiu; Ju, Nengpan; Zhao, Jianjun. Assessment model for earthquake-triggered landslides based on quantification theory I: case study of Jushui River basin in Sichuan, China.:, 2014 [14]. 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 [15]. 赵伟华; 黄润秋; 赵建军; 巨能攀; 李果. 强震条件下碎裂岩体崩塌机理及崩塌后壁对堆积体稳定性影响研究.:, 2011 [1]. . The effect of secondary sawtooth height on shear properties of rock joints with rigid contact. . , 2021.09.13 [2]. . Field survey of a catastrophic high-speed long-runout landslide in Jichang Town, Shuicheng County, Guizhou, China, on July 23, 2019. . , 2021.09.13 [3]. . Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China. . , 2021.09.13 [4]. . Identification and zonation of deep-seated toppling deformation in a metamorphic rock slope. . , 2021.09.13 [5]. . Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China. . , 2021.09.13 [6]. . 冻融作用下含裂隙岩石力学特性及损伤演化规律试验研究. . , 2021.09.13 [7]. . 基于SRM的裂隙岩质边坡潜在失稳路径分析. . , 2021.09.13 [8]. . 西南某大型水电站中缓倾角裂隙发育模式及成因机制分析. . , 2021.09.13 [9]. . Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site. . , 2021.09.13 [10]. . Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China. . , 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]. . Assessment model for earthquake-triggered landslides based on quantification theory I: case study of Jushui River basin in Sichuan, China. . , 2021.09.13 [14]. . 西南某水电站中缓倾裂隙特征及发育模式分析. . , 2021.09.13 [15]. . 强震条件下碎裂岩体崩塌机理及崩塌后壁对堆积体稳定性影响研究. . , 2021.09.13 1[1] .. The effect of secondary sawtooth height on shear properties of rock joints with rigid contact.,2021.09.13 [2] .. Field survey of a catastrophic high-speed long-runout landslide in Jichang Town, Shuicheng County, Guizhou, China, on July 23, 2019.,2021.09.13 [3] .. Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China.,2021.09.13 [4] .. Identification and zonation of deep-seated toppling deformation in a metamorphic rock slope.,2021.09.13 [5] .. Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China.,2021.09.13 [6] .. 冻融作用下含裂隙岩石力学特性及损伤演化规律试验研究.,2021.09.13 [7] .. 基于SRM的裂隙岩质边坡潜在失稳路径分析.,2021.09.13 [8] .. 西南某大型水电站中缓倾角裂隙发育模式及成因机制分析.,2021.09.13 [9] .. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.,2021.09.13 [10] .. Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.,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] .. Assessment model for earthquake-triggered landslides based on quantification theory I: case study of Jushui River basin in Sichuan, China.,2021.09.13 [14] .. 西南某水电站中缓倾裂隙特征及发育模式分析.,2021.09.13 [15] .. 强震条件下碎裂岩体崩塌机理及崩塌后壁对堆积体稳定性影响研究.,2021.09.13 [1]. The effect of secondary sawtooth height on shear properties of rock joints with rigid contact.:2021.09 - 2021.09 [2]. Field survey of a catastrophic high-speed long-runout landslide in Jichang Town, Shuicheng County, Guizhou, China, on July 23, 2019.:2021.09 - 2021.09 [3]. Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China.:2021.09 - 2021.09 [4]. Identification and zonation of deep-seated toppling deformation in a metamorphic rock slope.:2021.09 - 2021.09 [5]. Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province, China.:2021.09 - 2021.09 [6]. 冻融作用下含裂隙岩石力学特性及损伤演化规律试验研究.:2021.09 - 2021.09 [7]. 基于SRM的裂隙岩质边坡潜在失稳路径分析.:2021.09 - 2021.09 [8]. 西南某大型水电站中缓倾角裂隙发育模式及成因机制分析.:2021.09 - 2021.09 [9]. Distribution and quantitative zonation of unloading cracks at a proposed large hydropower station dam Site.:2021.09 - 2021.09 [10]. Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China.: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]. Assessment model for earthquake-triggered landslides based on quantification theory I: case study of Jushui River basin in Sichuan, China.:2021.09 - 2021.09 [14]. 西南某水电站中缓倾裂隙特征及发育模式分析.:2021.09 - 2021.09 [15]. 强震条件下碎裂岩体崩塌机理及崩塌后壁对堆积体稳定性影响研究.:2021.09 - 2021.09 1出版专著Published Books111科技奖励Science&Tech Awards111发明专利Patents[1]. .一种裂隙岩体力学实验模具,, 2019 , : ()1[1]. 一种裂隙岩体力学实验模具.. 2019. 实用新型发明专利 [1]. . 一种裂隙岩体力学实验模具.:, 2019 [1]. 赵伟华，肖海斌，曹学兴，段兴林，吴述彧，李鹏飞，赵建军. 一种裂隙岩体力学实验模具. 实用新型发明专利. ZL201820950744.3, 2019.10.08 1[1] .. 一种裂隙岩体力学实验模具.,2019.10.08 [1]. 一种裂隙岩体力学实验模具.:2021.09 - 2021.09 1软件著作权Software Copyrights111科研项目Research Projects[1]. .库水作用下千枚岩深层倾倒变形体失稳软化机制研究,, 2019 , : ()[2]. .姜射坝水电站220KV姜茂线15号塔滑坡调查评价与监测预警,, 2019 , : ()[3]. .贵州省重大地质灾害三维建模及数值计算研究,, 2019 , : ()[4]. .贵州省大方县绿塘煤矿牛场村变形机理及危险性研究,, 2019 , : ()[5]. .新建铁路波密-然乌支线危岩落石及岸坡稳定性专题,, 2019 , : ()[6]. .侧向分段卸荷条件下岩石宏细观变形破坏机理及能量演化机制,, 2018 , : ()[7]. .乌东德水电站淹没区皎平渡渡口及山洞遗址保护与复建展示工程,, 2018 , : ()[8]. .苗尾水电站近坝库岸及坝基倾倒变形边坡稳定性 及工程处理措施,, 2018 , : ()[9]. .西藏玉曲河扎拉水电站倾倒变形边坡工程地质特性、成因机制及稳定性,, 2016 , : ()[10]. .澜沧江如美水电站复杂地质环境岩体工程特性与应用研究—边坡碎裂、卸荷岩体工程特性与应用研究,, 2016 , : ()[11]. .西藏昌都与藏中联网工程500kV线路工程,, 2016 , : ()[12]. .西南山区干线公路路基灾变过程控制理论与动态调控技术,, 2016 , : ()[13]. .西藏怒江松塔水电站 坝址区高边坡及坝基岩体结构特征初步研究,, 2015 , : ()1[1]. 库水作用下千枚岩深层倾倒变形体失稳软化机制研究.. 2019. 国家自然科学基金 [2]. 姜射坝水电站220KV姜茂线15号塔滑坡调查评价与监测预警.. 2019. 横向课题 [3]. 贵州省重大地质灾害三维建模及数值计算研究.. 2019. 横向课题 [4]. 贵州省大方县绿塘煤矿牛场村变形机理及危险性研究.. 2019. 横向课题 [5]. 新建铁路波密-然乌支线危岩落石及岸坡稳定性专题.. 2019. 横向课题 [6]. 侧向分段卸荷条件下岩石宏细观变形破坏机理及能量演化机制.. 2018. 国家重点实验室 [7]. 乌东德水电站淹没区皎平渡渡口及山洞遗址保护与复建展示工程.. 2018. 横向课题 [8]. 苗尾水电站近坝库岸及坝基倾倒变形边坡稳定性 及工程处理措施.. 2018. 横向课题 [9]. 西藏玉曲河扎拉水电站倾倒变形边坡工程地质特性、成因机制及稳定性.. 2016. 横向课题 [10]. 澜沧江如美水电站复杂地质环境岩体工程特性与应用研究—边坡碎裂、卸荷岩体工程特性与应用研究.. 2016. 横向课题 [11]. 西藏昌都与藏中联网工程500kV线路工程.. 2016. 横向课题 [12]. 西南山区干线公路路基灾变过程控制理论与动态调控技术.. 2016. 国家科技支撑计划子课题 [13]. 西藏怒江松塔水电站 坝址区高边坡及坝基岩体结构特征初步研究.. 2015. 横向课题 [1]. . 库水作用下千枚岩深层倾倒变形体失稳软化机制研究.:, 2019 [2]. . 姜射坝水电站220KV姜茂线15号塔滑坡调查评价与监测预警.:, 2019 [3]. . 贵州省重大地质灾害三维建模及数值计算研究.:, 2019 [4]. . 贵州省大方县绿塘煤矿牛场村变形机理及危险性研究.:, 2019 [5]. . 新建铁路波密-然乌支线危岩落石及岸坡稳定性专题.:, 2019 [6]. . 侧向分段卸荷条件下岩石宏细观变形破坏机理及能量演化机制.:, 2018 [7]. . 乌东德水电站淹没区皎平渡渡口及山洞遗址保护与复建展示工程.:, 2018 [8]. . 苗尾水电站近坝库岸及坝基倾倒变形边坡稳定性 及工程处理措施.:, 2018 [9]. . 西藏玉曲河扎拉水电站倾倒变形边坡工程地质特性、成因机制及稳定性.:, 2016 [10]. . 澜沧江如美水电站复杂地质环境岩体工程特性与应用研究—边坡碎裂、卸荷岩体工程特性与应用研究.:, 2016 [11]. . 西藏昌都与藏中联网工程500kV线路工程.:, 2016 [12]. . 西南山区干线公路路基灾变过程控制理论与动态调控技术.:, 2016 [13]. . 西藏怒江松塔水电站 坝址区高边坡及坝基岩体结构特征初步研究.:, 2015 [1]. . 库水作用下千枚岩深层倾倒变形体失稳软化机制研究. 国家自然科学基金. , 2021.09.13 [2]. . 姜射坝水电站220KV姜茂线15号塔滑坡调查评价与监测预警. 横向课题. , 2021.09.13 [3]. . 贵州省重大地质灾害三维建模及数值计算研究. 横向课题. , 2021.09.13 [4]. . 贵州省大方县绿塘煤矿牛场村变形机理及危险性研究. 横向课题. , 2021.09.13 [5]. . 新建铁路波密-然乌支线危岩落石及岸坡稳定性专题. 横向课题. , 2021.09.13 [6]. . 侧向分段卸荷条件下岩石宏细观变形破坏机理及能量演化机制. 国家重点实验室. , 2021.09.13 [7]. . 乌东德水电站淹没区皎平渡渡口及山洞遗址保护与复建展示工程. 横向课题. , 2021.09.13 [8]. . 苗尾水电站近坝库岸及坝基倾倒变形边坡稳定性 及工程处理措施. 横向课题. , 2021.09.13 [9]. . 西藏玉曲河扎拉水电站倾倒变形边坡工程地质特性、成因机制及稳定性. 横向课题. , 2021.09.13 [10]. . 澜沧江如美水电站复杂地质环境岩体工程特性与应用研究—边坡碎裂、卸荷岩体工程特性与应用研究. 横向课题. , 2021.09.13 [11]. . 西藏昌都与藏中联网工程500kV线路工程. 横向课题. , 2021.09.13 [12]. . 西南山区干线公路路基灾变过程控制理论与动态调控技术. 国家科技支撑计划子课题. , 2021.09.13 [13]. . 西藏怒江松塔水电站 坝址区高边坡及坝基岩体结构特征初步研究. 横向课题. , 2021.09.13 1[1] .. 库水作用下千枚岩深层倾倒变形体失稳软化机制研究.,2021.09.13 [2] .. 姜射坝水电站220KV姜茂线15号塔滑坡调查评价与监测预警.,2021.09.13 [3] .. 贵州省重大地质灾害三维建模及数值计算研究.,2021.09.13 [4] .. 贵州省大方县绿塘煤矿牛场村变形机理及危险性研究.,2021.09.13 [5] .. 新建铁路波密-然乌支线危岩落石及岸坡稳定性专题.,2021.09.13 [6] .. 侧向分段卸荷条件下岩石宏细观变形破坏机理及能量演化机制.,2021.09.13 [7] .. 乌东德水电站淹没区皎平渡渡口及山洞遗址保护与复建展示工程.,2021.09.13 [8] .. 苗尾水电站近坝库岸及坝基倾倒变形边坡稳定性 及工程处理措施.,2021.09.13 [9] .. 西藏玉曲河扎拉水电站倾倒变形边坡工程地质特性、成因机制及稳定性.,2021.09.13 [10] .. 澜沧江如美水电站复杂地质环境岩体工程特性与应用研究—边坡碎裂、卸荷岩体工程特性与应用研究.,2021.09.13 [11] .. 西藏昌都与藏中联网工程500kV线路工程.,2021.09.13 [12] .. 西南山区干线公路路基灾变过程控制理论与动态调控技术.,2021.09.13 [13] .. 西藏怒江松塔水电站 坝址区高边坡及坝基岩体结构特征初步研究.,2021.09.13 [1]. 库水作用下千枚岩深层倾倒变形体失稳软化机制研究.青年基金:2020.01 - 2022.12 [2]. 姜射坝水电站220KV姜茂线15号塔滑坡调查评价与监测预警.横向课题:2019.07 - 2020.09 [3]. 贵州省重大地质灾害三维建模及数值计算研究.横向课题:2019.07 - 2020.01 [4]. 贵州省大方县绿塘煤矿牛场村变形机理及危险性研究.横向课题:2019.03 - 2019.06 [5]. 新建铁路波密-然乌支线危岩落石及岸坡稳定性专题.横向课题:2019.06 - 2020.01 [6]. 侧向分段卸荷条件下岩石宏细观变形破坏机理及能量演化机制.人才培养:2020.01 - 2020.12 [7]. 乌东德水电站淹没区皎平渡渡口及山洞遗址保护与复建展示工程.横向课题:2018.03 - 2018.07 [8]. 苗尾水电站近坝库岸及坝基倾倒变形边坡稳定性 及工程处理措施.横向课题:2016.03 - 2018.12 [9]. 西藏玉曲河扎拉水电站倾倒变形边坡工程地质特性、成因机制及稳定性.横向课题:2016.05 - 2017.05 [10]. 澜沧江如美水电站复杂地质环境岩体工程特性与应用研究—边坡碎裂、卸荷岩体工程特性与应用研究.横向课题:2016.03 - 2017.07 [11]. 西藏昌都与藏中联网工程500kV线路工程.横向课题:2016.03 - 2017.01 [12]. 西南山区干线公路路基灾变过程控制理论与动态调控技术.国家科技支撑计划子课题:2015.04 - 2017.12 [13]. 西藏怒江松塔水电站 坝址区高边坡及坝基岩体结构特征初步研究.横向课题:2012.06 - 2016.03 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