分享曾鹏副研究员/硕士生导师 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（岩土工程） 研究领域：岩土工程可靠度分析与设计、地质灾害风险定量评估 职????务： 成都理工大学珠峰科学研究计划 首席科学家 zengpeng15@cdut.edu.cn; zengpeng1987@hotmail.com个人简介 Introduction发表论文 Paper Publications科研项目 Research Projects 基本信息 Introduction曾鹏，男，1987年2月生，四川成都人，副研究员，硕士生导师，博士毕业于西班牙马德里理工大学。主要从事可靠度理论、人工智能方法、风险评估与岩土工程、地质工程交叉学科的教学与科研工作，致力于岩土工程可靠度分析与设计方法、地质灾害风险定量评估等方面的研究。较为系统地构建了崩滑地质灾害和深埋隧道岩爆/大变形灾害的风险定量评估理论与方法，在川藏铁路、汶马高速、巴陕高速、都四铁路等重大工程的勘查选线和施工运营中获得了成功应用。 每年招收土木工程、工程地质专业硕士研究生3-4名。 ? 1.科研项目 [1] 国家自然科学基金委面上项目（41977224），土质滑坡冲击强度超越概率定量评价方法研究，62万，2020.01-2023.12，主持。 [2] 国家自然科学基金青年项目（41602304），基于稀疏随机响应面法的单体滑坡系统失稳概率定量评估，20万，2017.01-2019.12，主持。 [3] 成都理工大学珠峰科学研究计划，挤压-隆升区岩体高地应力赋存规律与岩爆灾害机理研究，300万，2020.01-2022.12，首席科学家。 [4] 四川省科技厅应用基础研究项目（2019YJ0405），基于自适应克里金方法的三维单体滑坡系统风险定量评估研究，8万，2020.01-2022.01，主持。 [5] 四川省人力资源和社会保障厅，四川省留学人员科技活动优秀项目资助，5万，2019.01-2020.12，主持。 [6] 地质灾害防治与地质环境保护国家重点实验室自由探索课题（SKLGP2020Z013），基于贝叶斯反分析的黄土滑坡运动危险性概率评价，30万，2021.01-2022.12，主持。 [7] 地质灾害防治与地质环境保护国家重点实验室自由探索课题（SKLGP2018Z012），基于二阶响应面可靠度方法的单体土质滑坡滑程超越概率研究，30万，2019.01-2021.12，主持。 [8] 地质灾害防治与地质环境保护国家重点实验室自由探索课题（SKLGP2016Z003），基于Kriging全局代理模型方法的滑坡系统可靠度分析研究，20万，2017.01-2018.12，主持。 [9] 地质灾害防治与地质环境保护国家重点实验室自由探索课题（SKLGP2015Z016），考虑非圆形滑裂面的土质边坡系统可靠性分析研究，10万，2016.03-2017.02，主持。 [10] 中交一公局集团有限公司新疆G575线巴哈公路项目总承包部，东天山特长隧道BIM模型构建技术方法专题项目，15万，2019.04-2021.04，主持。 ? 2.发表论文 [22] Peng Zeng, Xiaoping Sun, Qiang Xu, Tianbin Li, Tianlong Zhang, 3D probabilistic landslide run-out hazard evaluation for quantitative risk assessment purposes. Engineering Geology, 2021. [21] Peng Zeng, Tianbin Li, Rafael Jimenez, Xianda Feng, Yu Chen, Tianlong Zhang, A New Method to Optimize Truncated PCE Order of Collocation-based SRSM in Reliability Analysis and its Application to Geotechnical Problems. Engineering Computations, 2021. [20] Peng Zeng, Tianlong Zhang, Tianbin Li, Rafael Jimenez, Jie Zhang, Xiaoping Sun, Binary classification method for efficient and accurate system reliability analyses of layered soil slopes. Georisk, 2020, 1-17. [19] Xiaoping Sun, Peng Zeng, Tianbin Li, Sheng Wang, Rafael Jimenez, Xianda Feng, Qiang Xu, From probabilistic back analyses to probabilistic run-out predictions of landslides: A case study of Heifangtai terrace, Gansu Province, China. Engineering Geology, 2020, 280: 105950. [18] 王升, 曾鹏, 李天斌, 孙小平, 土质滑坡失稳、运动及冲击压力物质点法模拟研究. 工程地质学报, 2020. [17] Xiaoping Sun, Peng Zeng, Tianbin Li, Tianlong Zhang, Xianda Feng, Rafael Jimenez, Run-out distance exceedance probability evaluation and hazard zoning of an individual landslide. Landslides, 2020, 1-14. [16] Xiangrui Duan, Jie Zhang, Hongwei Huang, Peng Zeng, Lulu Zhang, System reliability analysis of soil slopes through constrained optimization. Landslides, 2020, 1-12. [15] 张天龙, 曾鹏, 李天斌, 孙小平, 基于主动学习径向基函数的边坡系统可靠度分析. 岩土力学, 2020, 41(9). [14] Yu Chen, Tianbin Li, Peng Zeng, Junjie Ma, Edoardo Patelli, Ben Edwards, Dynamic and Probabilistic Multi-class Prediction of Tunnel Squeezing Intensity. Rock Mechanics and Rock Engineering, 2020, 1-22. [13] 马俊杰, 李天斌, 曾鹏, 王栋, 吴君艳, 王剑锋, 陈伟, 基于岩爆烈度预测的川藏铁路线路比选研究. 铁道标准设计, 2019, 64(3): 23-30. [12] Xianda Feng, Rafael Jimenez, Peng Zeng, Salvador Senent, Prediction of time-dependent tunnel convergences using a Bayesian updating approach. Tunnelling and Underground Space Technology, 2019, 94: 103118. [11] Peng Zeng, Tianbin Li, Yu Chen, Rafael Jimenez, Xianda Feng, Salvador Senent, New collocation method for stochastic response surface reliability analyses. Engineering with Computers, 2019: 1-12. [10] 唐杰灵, 李天斌, 曾鹏, 韩瑀萱, 周雄华, 岩爆柔性防护网及其动力特性分析. 岩石力学与工程学报, 2019, 38(4): 793-802. [9] Lubo Meng, Tianbin Li, Anjie Liao, Peng Zeng, Anisotropic mechanical properties of sandstone under unloading confining pressure at high temperatures. Arabian Journal for Science and Engineering, 2018, 43(10): 5283-5294. [8] 陈语, 李天斌, 曾鹏, 致灾因素耦合作用下堆积体斜坡失稳概率研究. 长江科学院院报, 2018, 35(4): 60-66. [7] Peng Zeng, Tianbin Li, Rafael Jimenez, Xianda Feng, Yu Chen, Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems. Engineering with Computers, 2018, 34(2): 215-224. [6] Xianda Feng, Shuchen Li, Chao Yuan, Peng Zeng, Yang Sun, Prediction of slope stability using naive Bayes classifier. KSCE Journal of Civil Engineering, 2018, 22(3): 941-950. [5] 曾鹏, 陈语, 李天斌, 基于拟牛顿近似二阶法的岩土工程系统可靠性分析. 岩石力学与工程学报, 2018, 37(3). [4] Peng Zeng, Rafael Jimenez, Tianbin Li, An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems. Computers and Geotechnics, 2016, 76: 33-42. [3] Peng Zeng, Salvador Senent, Rafael Jimenez, Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures. Journal of Computing in Civil Engineering, 2016, 30(1): 04014126. [2] Peng Zeng, Rafael Jimenez, Rafael Jurado-Pi?a, System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms. Engineering Geology, 2015, 193: 106-117. [1] Peng Zeng, Rafael Jimenez, An approximation to the reliability of series geotechnical systems using a linearization approach. Computers and Geotechnics, 2014, 62: 304-309. ? 3.申请专利和软件著作权 [20] 基于二分类的边坡系统可靠度分析方法，202011192363.1. [19] 二维滑坡动力学参数概率反分析与滑程超越概率评估方法，202011192379.2. [18] 基于强度折减法的边坡系统可靠度分析方法，202010214034.6. [17] 基于支持向量机SVM的边坡系统失效概率计算方法，202010214048.8. [16] 一种滑坡运动距离超越概率计算方法，202010214052.4. [15] 一种岩土工程可靠度分析中最佳截断阶数确定方法，202010214958.6. [14] 基于径向基函数RBF的边坡系统失效概率计算方法，202010215823.1. [13] 基于克里金Kriging的边坡系统失效概率计算方法，202010215830.1. [12] 一种基于BIM的钻孔数据模型构建方法，202010636987.1. [11] 基于BIM的三维地质建模和基于地质体模型的施工应用方法，202010635039.6. [10] 一种基于地面地质灾害风险评估的铁路线路筛选方法，201911379796.5. [9] 一种基于典型地下地质灾害风险评价的铁路选线方法，201911379759.4. [8] 一种基于地质灾害风险评估的铁路选线方法及其装置，201911382597.X. [7] 一种隧道大变形灾害的动态风险获取方法，201910467513.6. [6] 一种隧道大变形灾害的风险量化及支护决策方法，201910467408.2. [5] 隧道岩爆柔性防护网，ZL 2018 2 0619080.2（实用新型专利）. [4] 利用钢绳柔性网进行隧道岩爆防护施工的方法，201810395444.8. [3] 隧道挤压大变形灾害风险评估及管理平台V1.0, 2018SR911619（软件著作权）. [2] 基于可靠度理论的重力式挡土墙优化设计软件V1.0, 2018SR897089（软件著作权）. [1] 重力式挡土墙设计方法及装置，201811546333.9. ? 4.主要学术/社会兼职 [1] 中国土木工程学会工程风险与保险研究分会第二届青年论坛，委员 [2] 四川省岩石力学与工程学会，理事 [3] 成都理工大学欧美同学会·留学人员联谊会，理事 [4] 中国地质学会，会员 [5] 中国土木工程学会，会员 [6] 学术期刊审稿人：International Journal of Rock Mechanics and Mining Sciences/Tunnelling and Underground Space Technology/Computers and Geotechnics/Georisk/Natural Hazard/Bulletin of Engineering Geology and the Environment/Engineering with Computers/Geoscience Frontiers/Geotechnical and Geological Engineering/Engineering Optimization ? 5.个人荣誉 [1] 第六届四川省国际“互联网+”大学生创新创业大赛优秀创新创业导师，2020 [2] 成都理工大学优秀青年团学活动导师，2019 [3] 成都理工大学百篇优秀学士学位论文（设计）指导教师，2019 [4] 四川省海外高层次留学人才，2018 [5] 成都理工大学中青年科研骨干教师，2018 [6] International Journal of Rock Mechanics and Mining Sciences, Outstanding Reviewer, 2016 ? 6.指导学生竞赛 [12] 成都理工大学第六届大学生结构设计竞赛岩土组，三等奖，2021 [11] 第六届四川省“互联网+”学生创新创业大赛，金奖，2020 [10] 第六届四川省“互联网+”学生创新创业大赛，铜奖，2020 [9] “挑战杯”四川省大学生创业计划竞赛，铜奖，2020 [8] 第五届四川省“互联网+”学生创新创业大赛，铜奖，2019 [7] 成都理工大学校级科技立项，一等奖，2019 [6] 成都理工大学校级科技立项，二等奖，2019 [5] “智建中国”国际BIM大赛院校组，二等奖，2019 [4] 第四届四川省大学生结构设计竞赛岩土工程组，三等奖，2018 [3] 成都理工大学第四届大学生结构设计竞赛岩土工程组，一等奖，2018 [2] 首届“优路杯”全国BIM技术大赛，金奖，2018 [1] 成都理工大学第三届大学生结构设计竞赛岩土工程组，三等奖，2017 ? 荣誉称号 Academic Awards and Honors 工作经历 Work Experience2015.10- 2018.06至今， 成都理工大学， 讲师 2016.01- 2021.09至今， 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 2018.06- 2018.09至今， 成都理工大学， 副研究员 个人新闻更多友情链接更多教育经历Education Background 2005.09-2009.07，西南交通大学，土木工程，本科 2009.09-2011.06，北京交通大学，桥梁与隧道工程，硕士研究生 2011.09-2015.08，马德里理工大学， 结构、地基与材料工程，博士研究生 发表论文Paper Publications[1]. 陈语; 李天斌; 曾鹏.致灾因素耦合作用下堆积体斜坡失稳概率研究,长江科学院院报, 2018 ,35 (4):60-66 ( CSCD收录; )[2]. 曾鹏; 陈语; 李天斌.基于拟牛顿近似二阶法的岩土工程系统可靠性分析,岩石力学与工程学报, 2018 ,37 (3):726-733 ( EI收录; CSCD收录; )[3]. Meng, Lubo; Li, Tianbin; Liao, Anjie; Zeng, Peng.Anisotropic Mechanical Properties of Sandstone Under Unloading Confining Pressure at High Temperatures,ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2018 ,43 (10):5283-5294 ( SCI收录; )[4]. Zeng, Peng; Li, Tianbin; Jimenez, Rafael; Feng, Xianda; Chen, Yu.Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems,ENGINEERING WITH COMPUTERS, 2018 ,34 (2):215-224 ( SCIE收录; EI收录; )[5]. Feng, Xianda; Li, Shuchen; Yuan, Chao; Zeng, Peng; Sun, Yang.Prediction of Slope Stability using Naive Bayes Classifier,KSCE JOURNAL OF CIVIL ENGINEERING, 2018 ,22 (3):941-950 ( SCIE收录; EI收录; )[6]. Zeng, Peng(1); Jimenez, Rafael(2); Li, Tianbin(1); Chen, Yu(1); Feng, Xianda(3).Application of Quasi-Newton Approximation-Based SORM for System Reliability Analysis of a Layered Soil Slope,Geotechnical Special Publication, 2017 ,- (GSP 283):111-119 ( EI收录; )[7]. Zeng, Peng; Jimenez, Rafael; Li, Tianbin.An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems,COMPUTERS AND GEOTECHNICS, 2016 ,76 (-):33-42 ( SCI收录; EI收录; )[8]. P Zeng, R Jimenez, R Jurado-Pi?a.System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms,Engineering Geology, 2015 ,0 (193):106-117 ( SCIE收录; )[9]. Peng Zeng, Rafael Jimenez.An approximation to the reliability of series geotechnical systems using a linearization approach,Computers and Geotechnics, 2014 ,0 (62):304-309 ( SCIE收录; )[10]. Peng Zeng, Salvador Senent, Rafael Jimenez.Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures,Journal of Computing in Civil Engineering, 2014 ,1 (30):04014126 ( SCIE收录; )1[1]. 致灾因素耦合作用下堆积体斜坡失稳概率研究.. 2018. [2]. 基于拟牛顿近似二阶法的岩土工程系统可靠性分析.. 2018. [3]. Anisotropic Mechanical Properties of Sandstone Under Unloading Confining Pressure at High Temperatures.. 2018. [4]. Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems.. 2018. [5]. Prediction of Slope Stability using Naive Bayes Classifier.. 2018. [6]. Application of Quasi-Newton Approximation-Based SORM for System Reliability Analysis of a Layered Soil Slope.. 2017. [7]. An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems.. 2016. [8]. System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms.. 2015. [9]. An approximation to the reliability of series geotechnical systems using a linearization approach.. 2014. [10]. Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures.. 2014. [1]. 陈语; 李天斌; 曾鹏. 致灾因素耦合作用下堆积体斜坡失稳概率研究.:, 2018 [2]. 曾鹏; 陈语; 李天斌. 基于拟牛顿近似二阶法的岩土工程系统可靠性分析.:, 2018 [3]. Meng, Lubo; Li, Tianbin; Liao, Anjie; Zeng, Peng. Anisotropic Mechanical Properties of Sandstone Under Unloading Confining Pressure at High Temperatures.:, 2018 [4]. Zeng, Peng; Li, Tianbin; Jimenez, Rafael; Feng, Xianda; Chen, Yu. Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems.:, 2018 [5]. Feng, Xianda; Li, Shuchen; Yuan, Chao; Zeng, Peng; Sun, Yang. Prediction of Slope Stability using Naive Bayes Classifier.:, 2018 [6]. Zeng, Peng(1); Jimenez, Rafael(2); Li, Tianbin(1); Chen, Yu(1); Feng, Xianda(3). Application of Quasi-Newton Approximation-Based SORM for System Reliability Analysis of a Layered Soil Slope.:, 2017 [7]. Zeng, Peng; Jimenez, Rafael; Li, Tianbin. An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems.:, 2016 [8]. P Zeng, R Jimenez, R Jurado-Pi?a. System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms.:, 2015 [9]. Peng Zeng, Rafael Jimenez. An approximation to the reliability of series geotechnical systems using a linearization approach.:, 2014 [10]. Peng Zeng, Salvador Senent, Rafael Jimenez. Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures.:, 2014 [1]. . 致灾因素耦合作用下堆积体斜坡失稳概率研究. . , 2021.09.13 [2]. . 基于拟牛顿近似二阶法的岩土工程系统可靠性分析. . , 2021.09.13 [3]. . Anisotropic Mechanical Properties of Sandstone Under Unloading Confining Pressure at High Temperatures. . , 2021.09.13 [4]. . Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems. . , 2021.09.13 [5]. . Prediction of Slope Stability using Naive Bayes Classifier. . , 2021.09.13 [6]. . Application of Quasi-Newton Approximation-Based SORM for System Reliability Analysis of a Layered Soil Slope. . , 2021.09.13 [7]. . An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems. . , 2021.09.13 [8]. . System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms. . , 2021.09.13 [9]. . An approximation to the reliability of series geotechnical systems using a linearization approach. . , 2021.09.13 [10]. . Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures. . , 2021.09.13 [1] .. 致灾因素耦合作用下堆积体斜坡失稳概率研究.,2021.09.13 [2] .. 基于拟牛顿近似二阶法的岩土工程系统可靠性分析.,2021.09.13 [3] .. Anisotropic Mechanical Properties of Sandstone Under Unloading Confining Pressure at High Temperatures.,2021.09.13 [4] .. Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems.,2021.09.13 [5] .. Prediction of Slope Stability using Naive Bayes Classifier.,2021.09.13 [6] .. Application of Quasi-Newton Approximation-Based SORM for System Reliability Analysis of a Layered Soil Slope.,2021.09.13 [7] .. An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems.,2021.09.13 [8] .. System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms.,2021.09.13 [9] .. An approximation to the reliability of series geotechnical systems using a linearization approach.,2021.09.13 [10] .. Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures.,2021.09.13 [1]. 致灾因素耦合作用下堆积体斜坡失稳概率研究.:2021.09 - 2021.09 [2]. 基于拟牛顿近似二阶法的岩土工程系统可靠性分析.:2021.09 - 2021.09 [3]. Anisotropic Mechanical Properties of Sandstone Under Unloading Confining Pressure at High Temperatures.:2021.09 - 2021.09 [4]. Extension of quasi-Newton approximation-based SORM for series system reliability analysis of geotechnical problems.:2021.09 - 2021.09 [5]. Prediction of Slope Stability using Naive Bayes Classifier.:2021.09 - 2021.09 [6]. Application of Quasi-Newton Approximation-Based SORM for System Reliability Analysis of a Layered Soil Slope.:2021.09 - 2021.09 [7]. An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems.:2021.09 - 2021.09 [8]. System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms.:2021.09 - 2021.09 [9]. An approximation to the reliability of series geotechnical systems using a linearization approach.:2021.09 - 2021.09 [10]. Reliability analysis of circular tunnel face stability obeying Hoek–Brown failure criterion considering different distribution types and correlation structures.:2021.09 - 2021.09 1出版专著Published Books11科技奖励Science&Tech Awards11发明专利Patents11软件著作权Software Copyrights11科研项目Research Projects[1]. .基于Kriging全局代理模型方法的滑坡系统可靠度分析研究,, 2017 , : ()[2]. .考虑非圆形滑裂面的土质边坡系统可靠性分析研究,, 2016 , : ()1[1]. 基于Kriging全局代理模型方法的滑坡系统可靠度分析研究.. 2017. 地质灾害防治与地质环境保护国家重点实验室自由探索课题 [2]. 考虑非圆形滑裂面的土质边坡系统可靠性分析研究.. 2016. 地质灾害防治与地质环境保护国家重点实验室人才培养课题 [1]. . 基于Kriging全局代理模型方法的滑坡系统可靠度分析研究.:, 2017 [2]. . 考虑非圆形滑裂面的土质边坡系统可靠性分析研究.:, 2016 [1]. . 基于Kriging全局代理模型方法的滑坡系统可靠度分析研究. 地质灾害防治与地质环境保护国家重点实验室自由探索课题. , 2021.09.13 [2]. . 考虑非圆形滑裂面的土质边坡系统可靠性分析研究. 地质灾害防治与地质环境保护国家重点实验室人才培养课题. , 2021.09.13 [1] .. 基于Kriging全局代理模型方法的滑坡系统可靠度分析研究.,2021.09.13 [2] .. 考虑非圆形滑裂面的土质边坡系统可靠性分析研究.,2021.09.13 [1]. 基于Kriging全局代理模型方法的滑坡系统可靠度分析研究.纵向:2017.01 - 2018.12 [2]. 考虑非圆形滑裂面的土质边坡系统可靠性分析研究.纵向:2016.03 - 2017.02 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