分享吴礼舟教授 / 博导 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 2013年, “第十批四川省学术和技术带头人后备人选:吴礼舟” ; 2012年, “第一届谷德振青年科技奖” ; 2012年, “四川省杰出青年学术技术带头人:吴礼舟” ; 2011年, “十一届四川省青年科技奖” ; 1 工作经历 Work Experience2006.05- 2007.07至今， 香港科技大学， 博士后 2007.10- 2008.11至今， 成都理工学院， 讲师 2008.11- 2011.11至今， 成都理工学院， 副教授 2011.11- 2021.09至今， 成都理工学院， 教授 个人新闻更多友情链接更多教育经历Education Background 1995.09-1999.07，成都理工学院，地质学，本科 1999.09-2002.07，四川大学，结构工程，硕士研究生 2002.09-2006.05，成都理工大学，地质工程，博士研究生 发表论文Paper Publications[1]. 张志雄; 谢健; 戚继红; 胡立堂; 张可霓; 吴礼舟.地质封存二氧化碳沿断层泄漏数值模拟研究,水文地质工程地质, 2018 ,45 (2):109-116 ( CSCD收录; )[2]. 李绍红; 朱建东; 王少阳; 吴礼舟.考虑降雨类型的基岩型浅层边坡稳定性分析方法,水文地质工程地质, 2018 ,45 (2):131- ( CSCD收录; )[3]. 白兰英; 周杨; 李绍红; 王维早; 吴礼舟.南江县古坟坪滑坡降雨入渗观测与稳定性分析,长江科学院院报, 2018 ,35 (7):68-73 ( CSCD收录; )[4]. 李绍红; 王少阳; 朱建东; 李部; 杨戒; 吴礼舟.基于权重融合和云模型的岩爆倾向性预测研究,岩土工程学报, 2018 ,40 (6):1075-1083 ( EI收录; CSCD收录; )[5]. 李绍红; 朱建东; 白兰英; 王少阳; 李部; 吴礼舟.联合信息融合和解析方法的微震源定位研究,煤炭学报, 2018 ,43 (4):1065-1071 ( EI收录; CSCD收录; )[6]. Wu, L. Z.; Zhang, L. M.; Zhou, Y.; Xu, Q.; Yu, B.; Liu, G. G.; Bai, L. Y..Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan,BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018 ,77 (4):1343-1353 ( SCIE收录; EI收录; )[7]. Wang, T.; Wu, S. R.; Shi, J. S.; Xin, P.; Wu, L. Z..Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream,ENGINEERING GEOLOGY, 2018 ,235 ( ):11-19 ( SCIE收录; EI收录; )[8]. Shi, J. S.; Wu, L. Z.; Qu, Y. X.; Li, B.; Wu, S. R..Neogene clay and its relation to landslides in the southwestern Loess Plateau, China,ENVIRONMENTAL EARTH SCIENCES, 2018 ,77 (5):- ( SCIE收录; EI收录; )[9]. Wu, L. Z.; Xu, Q.; Wang, T..Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding,INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018 ,18 (6):- ( SCIE收录; EI收录; )[10]. Li, Chuanxun; Huang, Jinsong; Wu, Lizhou; Lu, Jianfei; Xia, Changqing.Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading,INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018 ,18 (11):- ( SCIE收录; EI收录; )[11]. Guo, Liang; Hu, Xiewen; Wu, Lizhou; Li, Xiaozhao; Ma, Hongsheng.Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information,INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018 ,18 (10):- ( SCIE收录; EI收录; )[12]. Lin, F.; Wu, L. Z.; Huang, R. Q.; Zhang, H..Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China,LANDSLIDES, 2018 ,15 (4):669-681 ( SCIE收录; EI收录; )[13]. Wu, L. Z.; Shao, G. Q.; Huang, R. Q.; He, Q..Overhanging Rock: Theoretical, Physical and Numerical Modeling,ROCK MECHANICS AND ROCK ENGINEERING, 2018 ,51 (11):3585-3597 ( SCIE收录; EI收录; )[14]. 李伟; 许强; 吴礼舟; 李斯琦.平推式滑坡中底滑面承压水渗流形式对其稳定性的影响,岩土力学, 2018 ,39 (4):1401-1410 ( EI收录; CSCD收录; )[15]. 张常光; 晏青; 吴礼舟; 曹雪叶; 张成林.非饱和土条形地基梅耶霍夫极限承载力统一解,岩土工程学报, 2018 ,40 (2):252-261 ( EI收录; CSCD收录; )12345[1]. 地质封存二氧化碳沿断层泄漏数值模拟研究.. 2018. [2]. 考虑降雨类型的基岩型浅层边坡稳定性分析方法.. 2018. [3]. 南江县古坟坪滑坡降雨入渗观测与稳定性分析.. 2018. [4]. 基于权重融合和云模型的岩爆倾向性预测研究.. 2018. [5]. 联合信息融合和解析方法的微震源定位研究.. 2018. [6]. Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan.. 2018. [7]. Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream.. 2018. [8]. Neogene clay and its relation to landslides in the southwestern Loess Plateau, China.. 2018. [9]. Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding.. 2018. [10]. Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading.. 2018. [11]. Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information.. 2018. [12]. Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China.. 2018. [13]. Overhanging Rock: Theoretical, Physical and Numerical Modeling.. 2018. [14]. 平推式滑坡中底滑面承压水渗流形式对其稳定性的影响.. 2018. [15]. 非饱和土条形地基梅耶霍夫极限承载力统一解.. 2018. 1[1]. 张志雄; 谢健; 戚继红; 胡立堂; 张可霓; 吴礼舟. 地质封存二氧化碳沿断层泄漏数值模拟研究.:, 2018 [2]. 李绍红; 朱建东; 王少阳; 吴礼舟. 考虑降雨类型的基岩型浅层边坡稳定性分析方法.:, 2018 [3]. 白兰英; 周杨; 李绍红; 王维早; 吴礼舟. 南江县古坟坪滑坡降雨入渗观测与稳定性分析.:, 2018 [4]. 李绍红; 王少阳; 朱建东; 李部; 杨戒; 吴礼舟. 基于权重融合和云模型的岩爆倾向性预测研究.:, 2018 [5]. 李绍红; 朱建东; 白兰英; 王少阳; 李部; 吴礼舟. 联合信息融合和解析方法的微震源定位研究.:, 2018 [6]. Wu, L. Z.; Zhang, L. M.; Zhou, Y.; Xu, Q.; Yu, B.; Liu, G. G.; Bai, L. Y.. Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan.:, 2018 [7]. Wang, T.; Wu, S. R.; Shi, J. S.; Xin, P.; Wu, L. Z.. Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream.:, 2018 [8]. Shi, J. S.; Wu, L. Z.; Qu, Y. X.; Li, B.; Wu, S. R.. Neogene clay and its relation to landslides in the southwestern Loess Plateau, China.:, 2018 [9]. Wu, L. Z.; Xu, Q.; Wang, T.. Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding.:, 2018 [10]. Li, Chuanxun; Huang, Jinsong; Wu, Lizhou; Lu, Jianfei; Xia, Changqing. Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading.:, 2018 [11]. Guo, Liang; Hu, Xiewen; Wu, Lizhou; Li, Xiaozhao; Ma, Hongsheng. Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information.:, 2018 [12]. Lin, F.; Wu, L. Z.; Huang, R. Q.; Zhang, H.. Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China.:, 2018 [13]. Wu, L. Z.; Shao, G. Q.; Huang, R. Q.; He, Q.. Overhanging Rock: Theoretical, Physical and Numerical Modeling.:, 2018 [14]. 李伟; 许强; 吴礼舟; 李斯琦. 平推式滑坡中底滑面承压水渗流形式对其稳定性的影响.:, 2018 [15]. 张常光; 晏青; 吴礼舟; 曹雪叶; 张成林. 非饱和土条形地基梅耶霍夫极限承载力统一解.:, 2018 [1]. . 地质封存二氧化碳沿断层泄漏数值模拟研究. . , 2021.09.13 [2]. . 考虑降雨类型的基岩型浅层边坡稳定性分析方法. . , 2021.09.13 [3]. . 南江县古坟坪滑坡降雨入渗观测与稳定性分析. . , 2021.09.13 [4]. . 基于权重融合和云模型的岩爆倾向性预测研究. . , 2021.09.13 [5]. . 联合信息融合和解析方法的微震源定位研究. . , 2021.09.13 [6]. . Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan. . , 2021.09.13 [7]. . Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream. . , 2021.09.13 [8]. . Neogene clay and its relation to landslides in the southwestern Loess Plateau, China. . , 2021.09.13 [9]. . Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding. . , 2021.09.13 [10]. . Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading. . , 2021.09.13 [11]. . Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information. . , 2021.09.13 [12]. . Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China. . , 2021.09.13 [13]. . Overhanging Rock: Theoretical, Physical and Numerical Modeling. . , 2021.09.13 [14]. . 平推式滑坡中底滑面承压水渗流形式对其稳定性的影响. . , 2021.09.13 [15]. . 非饱和土条形地基梅耶霍夫极限承载力统一解. . , 2021.09.13 1[1] .. 地质封存二氧化碳沿断层泄漏数值模拟研究.,2021.09.13 [2] .. 考虑降雨类型的基岩型浅层边坡稳定性分析方法.,2021.09.13 [3] .. 南江县古坟坪滑坡降雨入渗观测与稳定性分析.,2021.09.13 [4] .. 基于权重融合和云模型的岩爆倾向性预测研究.,2021.09.13 [5] .. 联合信息融合和解析方法的微震源定位研究.,2021.09.13 [6] .. Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan.,2021.09.13 [7] .. Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream.,2021.09.13 [8] .. Neogene clay and its relation to landslides in the southwestern Loess Plateau, China.,2021.09.13 [9] .. Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding.,2021.09.13 [10] .. Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading.,2021.09.13 [11] .. Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information.,2021.09.13 [12] .. Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China.,2021.09.13 [13] .. Overhanging Rock: Theoretical, Physical and Numerical Modeling.,2021.09.13 [14] .. 平推式滑坡中底滑面承压水渗流形式对其稳定性的影响.,2021.09.13 [15] .. 非饱和土条形地基梅耶霍夫极限承载力统一解.,2021.09.13 [1]. 地质封存二氧化碳沿断层泄漏数值模拟研究.:2021.09 - 2021.09 [2]. 考虑降雨类型的基岩型浅层边坡稳定性分析方法.:2021.09 - 2021.09 [3]. 南江县古坟坪滑坡降雨入渗观测与稳定性分析.:2021.09 - 2021.09 [4]. 基于权重融合和云模型的岩爆倾向性预测研究.:2021.09 - 2021.09 [5]. 联合信息融合和解析方法的微震源定位研究.:2021.09 - 2021.09 [6]. Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan.:2021.09 - 2021.09 [7]. Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream.:2021.09 - 2021.09 [8]. Neogene clay and its relation to landslides in the southwestern Loess Plateau, China.:2021.09 - 2021.09 [9]. Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding.:2021.09 - 2021.09 [10]. Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading.:2021.09 - 2021.09 [11]. Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information.:2021.09 - 2021.09 [12]. Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China.:2021.09 - 2021.09 [13]. Overhanging Rock: Theoretical, Physical and Numerical Modeling.:2021.09 - 2021.09 [14]. 平推式滑坡中底滑面承压水渗流形式对其稳定性的影响.:2021.09 - 2021.09 [15]. 非饱和土条形地基梅耶霍夫极限承载力统一解.:2021.09 - 2021.09 出版专著Published Books1234511科技奖励Science&Tech Awards[1]. .山区高速公路运营保障关键技术及装备,, 2015 , : ()[2]. .云南公路边坡非饱和特殊土低碳修复关键技术研究与应用,, 2015 , : ()12345[1]. 山区高速公路运营保障关键技术及装备.孙乔宝;周应新;黄宏伟;王珏;李志清;魏亚;杨建喜;马亮;吴礼舟;谢雄耀. 2015. 国家科学技术进步奖 二等奖 [2]. 云南公路边坡非饱和特殊土低碳修复关键技术研究与应用.孙乔宝;周应新;李志清;张汝文;李晶哲;喻东晓;钱坤;吴礼舟;岳锐强. 2015. 云南省科学技进步奖 二等奖 1[1]. . 山区高速公路运营保障关键技术及装备.:, 2015 [2]. . 云南公路边坡非饱和特殊土低碳修复关键技术研究与应用.:, 2015 [1]. . 山区高速公路运营保障关键技术及装备. 国家科学技术进步奖. , 2021.09.13 [2]. . 云南公路边坡非饱和特殊土低碳修复关键技术研究与应用. 云南省科学技进步奖. , 2021.09.13 1[1] .. 山区高速公路运营保障关键技术及装备.,2021.09.13 [2] .. 云南公路边坡非饱和特殊土低碳修复关键技术研究与应用.,2021.09.13 [1]. 山区高速公路运营保障关键技术及装备.:2021.09 - 2021.09 [2]. 云南公路边坡非饱和特殊土低碳修复关键技术研究与应用.:2021.09 - 2021.09 发明专利Patents[1]. .多功能降雨滑坡室内试验装置,, 2016 , : ()[2]. .多功能降雨滑坡室内试验装置 ,, 2014 , : ()[3]. .适于特殊粗粒土的土水特征曲线测试仪,, 2013 , : ()12345[1]. 多功能降雨滑坡室内试验装置.. 2016. 发明专利 [2]. 多功能降雨滑坡室内试验装置 .. 2014. 实用新型专利 [3]. 适于特殊粗粒土的土水特征曲线测试仪.. 2013. 实用新型专利 1[1]. . 多功能降雨滑坡室内试验装置.:, 2016 [2]. . 多功能降雨滑坡室内试验装置 .:, 2014 [3]. . 适于特殊粗粒土的土水特征曲线测试仪.:, 2013 [1]. 吴礼舟,许强,黄润秋,李滨锷,李海亮. 多功能降雨滑坡室内试验装置. 发明专利. ZL201310733070.3, 2016.04.13 [2]. 吴礼舟,许强,黄润秋,李滨锷,李海亮. 多功能降雨滑坡室内试验装置 . 实用新型专利. ZL201320869786.1, 2014.06.11 [3]. 吴礼舟,许强,李滨锷. 适于特殊粗粒土的土水特征曲线测试仪. 实用新型专利. ZL201320493752.7, 2013.12.25 1[1] .. 多功能降雨滑坡室内试验装置.,2016.04.13 [2] .. 多功能降雨滑坡室内试验装置 .,2014.06.11 [3] .. 适于特殊粗粒土的土水特征曲线测试仪.,2013.12.25 [1]. 多功能降雨滑坡室内试验装置.:2021.09 - 2021.09 [2]. 多功能降雨滑坡室内试验装置 .:2021.09 - 2021.09 [3]. 适于特殊粗粒土的土水特征曲线测试仪.:2021.09 - 2021.09 软件著作权Software Copyrights1234511科研项目Research Projects1234511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