任文渊,男,中共党员,工学博士,副教授,硕士生导师,bat365官网登录入口土木工程系。
教育经历:
(1) 2011.9-2015.9英国曼彻斯特大学(University of Manchester),土木工程,博士(导师:杨贞军)
(2) 2008.9-2011.6 西北农林科技大学bat365官网登录入口,岩土工程,硕士(导师:张爱军)
(3) 2004.9-2008.6 西北农林科技大学bat365官网登录入口,岩土工程,学士
工作经历:
(1) 2015.10-2021.12西北农林科技大学bat365官网登录入口,土木工程系
(2) 2016.6-2022.5 西北农林科技大学水利工程博士后流动站,导师:张爱军
研究方向:
(1) 混凝土细观断裂与有限元数值仿真
(2) X射线断层扫描(XCT)及其图像处理
(3) 海绵城市透水路面结构与材料
科研项目:
(1) 陕西省自然科学基础研究计划青年项目,“细观尺度骨料对混凝土断裂性能影响的机理研究”,结题,主持;
(2) 中国博士后科学基金面上项目一等资助,“自愈型细菌混凝土配比优化设计及其自愈机理研究”,结题,主持
(3) 陕西省重点研发计划重点项目子课题,“透水路面对湿陷性黄土路基的影响规律研究”,结题,主持;
(4) 陕西省专项配套经费资助项目,“混凝土骨料与水泥浆界面的断裂参数测量及开裂模拟研究”,在研,主持;
(5) 西北农林科技大学基本科研业务费,“基于真实微观结构的混凝土细观受压断裂模拟”,结题,主持;
(6) 西北农林科技大学博士科研启动基金,“岩石混凝土准脆性材料细观尺度随机断裂力学模拟”,结题,主持;
(7) 国家重点研发计划子课题,“渠道导电混凝土衬砌板加热融冰技术”,结题,参加;
(8) 国家自然科学基金面上项目,“高易溶盐含量伊犁黄土湿陷和溶陷的区分方法与增湿本构模型研究”,在研,参加。
(9) 国家自然科学基金面上项目,“多元组合桩式复合地基优化机理与布桩拓扑优化方法”,结题,参加。
(10) 英国工程与物理科学研究委员会(EPSRC)基金,“ QUBE: QUasi-Brittle fracture: a 3D Experimentally-validated approach”,结题,参加。
(11) 主持的横向课题:“湿陷性黄土地区海绵城市路用透水性结构研究与应用课题现场示范”、“木梓沟、茨沟尾矿库排洪构筑物质量检测”、“王家沟、蟠桃沟尾矿库排泄洪构筑物质量检测”、“铜川市川口-青岗岭区域生态治理修复项目交工验收质量检测”等。
(12) 参与的横向课题:“南水北调东线和中线一期工程安全监测系统应用效果与标准适用性研究”、“宁夏银川都市圈城乡西线供水工程安全鉴定服务项目”、“宁夏中部干旱带贫困片区西线供水水源改造工程渡槽安全鉴定评价”、“山西省张峰水库工程大坝原型监测资料整编分析”等。
主讲课程:
(1) 本科生:《土木工程概论》《砌体结构》《荷载与结构设计方法》《画法几何与工程制图》
(2) 研究生:《弹塑性力学》《土木工程前沿进展》
发表论文:
(1) Wenyuan Ren#, Tao Yang#, Miansong Huang*, Aijun Zhang*, Hanlin Wei, Wenjing Mi, Yuguo Wang, Jinfang Hu, Optimal mixing ratio and SWCC fitting of lightweight soil with cotton stalk fibres, Soils and Foundations, 2021, 61: 453-464 (SCI,IF=2.436,JCR:三区, 中科院大类: 4区).
(2) Lisi Niu#, Wenyuan Ren#, Aijun Zhang*, Yuguo Wang, Zhichao Liang, Jinwen Han, Experimental study on the influence of soluble salt content on unsaturated mechanical characteristics of undisturbed Ili loess, Bulletin of Engineering Geology and The Environment, 2021, 80: 6689-6704 (SCI,IF= 4.298,G4, JCR:一区, 中科院大类: 3区).
(3) Lisi Niu, Aijun Zhang, Jiamin Zhao, Wenyuan Ren*, Yuguo Wang, Zhichao Liang, Study on Soil-Water Characteristics of Expansive Soil under the Dry-Wet Cycle and Freeze-Thaw Cycle considering Volumetric Strain, Advances In Civil Engineering, 2021:6622370 (SCI,JCR:四区, 中科院大类: 4区).
(4) Chunliang Yu, Aijun Zhang*, Yuguo Wang, Wenyuan Ren*, Analytical solution for consolidation of combined composite foundation reinforced with penetrated impermeable columns and partially penetrated permeable stone columns, Computers and Geotechnics, 2020, 124: 103606 (SCI, IF="3.345," G4, JCR:一区, 中科院大类: 3区).
(5) Yuguo Wang, Aijun Zhang*, Wenyuan Ren*, Lisi Niu. Study on the soil water characteristic curve and its fitting model of Ili loess with high level of soluble salts. Journal of Hydrology, 2019, 578, 124067, 1-10 (SCI, IF="4.938," G2, JCR:一区, 中科院大类: 2区).
(6) Wen-yuan Ren*, Zhen-jun Yang, Rajneesh Sharma, Samuel A. McDonald, Paul M. Mummery, Three-dimensional in situ XCT characterisation and FE modelling of cracking in concrete, Complexity, 2018, DOI: 10.1155/2018/3856584 (SCI, IF="1.829," JCR: 一区, 中科院大类: 2区).
(7) Peng An, Aijun Zhang*, Yichuan Xing, Bo Zhang, Wankui Ni, Wenyuan Ren, Experimental study on settling characteristics of thick self-weight collapsible loess in Xinjiang Ili region in China using field immersion test, Soils and Foundations, 2018, 58(6): 1476-1491 (SCI, IF="1.673," JCR: 三区, 中科院大类: 4区).
(8) Zhenjun Yang*, Wenyuan Ren, Rajneesh Sharma, Samuel A. McDonald, Mahmoud Mostafavi, Yelena Vertyagina, Thomas J. Marrow, In-situ X-ray computed tomography characterisation of 3D fracture evolution and image-based numerical homogenisation of concrete, Cement and Concrete Composites, 2017, 75: 74-83 (SCI, IF="6.486," JCR: 一区, 中科院大类: 2区).
(9) Wenyuan Ren, Zhenjun Yang*, Rajneesh Sharma, Ch. Zhang, Philip J. Withers, Two-dimensional X-ray CT image based meso-scale fracture modelling of concrete, Engineering Fracture Mechanics, 2015, 133: 24-39 (SCI, IF="2.908," JCR: 一区, 中科院大类: 3区, ESI工程类前1%高被引论文).
(10) Yujie Huang, Zhenjun Yang*, Wenyuan Ren, Guohua Liu, Ch. Zhang, 3D Meso-scale Fracture Modelling and Validation of Concrete Based on In-situ X-ray Computed Tomography Images Using Damage Plasticity Model, International Journal of Solids and Structures, 2015, 67-68: 340-352 (SCI, IF="2.787," JCR: 二区, 中科院大类: 3区, ESI工程类前1%高被引论文).
(11) 李俊生,任文渊*,张爱军,李伟,魏汉林,基于XCT扫描图像的混凝土二维细观受压断裂模拟[J]. 水资源与水工程学报,2021,32(6):170-177.
(12) 魏汉林, 任文渊*, 张爱军, 袁克阔, 基于CT技术的陶瓷透水路面砖孔隙特征与渗透性能研究[J]. 新型建筑材料, 2021, 48(04): 85-91.
(13) 魏汉林,任文渊,张爱军*.降雨作用下陶瓷透水路面砖淤堵规律研究[J]. 新型建筑材料, 2021, 48(06): 111-116.
(14) 米文静,张爱军*,任文渊,杨涛,黄绵松,刘宏泰. 轻量土减重换填消减黄土湿陷的方法研究[J]. 水利学报, 2021, 52(01): 51-61.
(15) 牛丽思,张爱军*,王毓国,任文渊,张婉. 湿度和密度变化下伊犁黄土的压缩和湿陷特性[J]. 水力发电学报, 2021, 40(02): 167-176.
(16) 牛丽思,张爱军*,王毓国,任文渊,赵佳敏,赵庆玉. 高易溶盐非饱和伊犁原状黄土的临界状态特性[J]. 岩土力学, 2020, 41(08): 2647-2658.
(17) 杨涛, 张爱军*, 米文静, 任文渊, 申若竹, 郭敏霞, 陈涛, 刘宏泰, 棉秆纤维轻量土配合比设计研究, 西北农林科技大学学报(自然科学版), 2019, 47(09): 146-154.
(18) 米文静, 张爱军*, 任文渊, 国外低影响开发雨水资源利用对中国海绵城市建设的启示, 水土保持通报, 2018, 38(3): 345-352.
(19) 张爱军*, 邢义川, 汪海涛, 郭敏霞, 任文渊, 基于增湿变形的渠道工程黄土渠基湿陷性评价方法, 水利学报, 2017, 48 (1): 41-51.
(20) 安鹏*, 邢义川, 张爱军, 任文渊, 赵磊, “冻土—衬砌结构”非线性问题的简化算法与渠道结构优化, 水资源与水工程学报, 2017, 28(04): 193-198+204 .
(21) 任文渊, 杨贞军*, 黄宇劼, 基于XCT扫描图像的混凝土细观断裂模拟, 水利学报, 2015, 46(4): 452-459.
(22) 田树刚, 张爱军*, 任文渊, 王婷, 基于流固耦合的近海风电基础地震反应分析, 岩石力学与工程学报, 2015, 34: 155-165.
(23) 侯春娇, 张爱军*, 任文渊, 李坤, 柔性基础下复合地基沉降特性分析, 中国农村水利水电, 2011, 11: 57-61.
(24) 张爱军*, 任文渊, 谢定义, 散体桩复合地基承载力可调节型设计方法研究, 岩土工程学报, 2010, 32(09): 1422-1428.
(25) 任文渊, 张爱军*, 谢定义, 散体桩复合地基工后浅层加固优化技术研究, 工业建筑, 2010, 40: 88-92.
(26) Wenyuan Ren*, Zhenjun Yang, Rajneesh Sharma, Paul Mummery, 3D meso-scale fracture modelling and validation of concrete based on in-situ X-ray CT images and cohesive crack model. The 8th International Conference on Computational Methods. Guilin, China, 2017.7.25-7.29.
(27) Rajneesh Sharma*, Wenyuan Ren, Sam McDonald, Zhenjun Yang, Micro-mechanisms of concrete failure under cyclic compression: X-ray tomographic in-situ observations. The 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. California, USA. 2016.5.29-6.1.
(28) Yujie Huang, Zhenjun Yang*, Wenyuan Ren, Guo-hua Liu, Ch. Zhang, 3D In-situ XCT Image Based Meso-scale Fracture Modelling and Validation of Concrete Using Voxel Hexahedron Meshing and Damage Plasticity Model. 5th International Conference on Computational Methods. Cambridge, UK, 2014.7.28-7.30.
(29) Wenyuan Ren*, 3D meso-scale image-based fracture modeling of concrete using cohesive elements. 22nd UK conference of the Association for Computational Mechanics in Engineering. Exeter, UK, 2014.4.2-4.4.
(30) Wenyuan Ren, Zhenjun Yang*, Philip J. Withers, Meso-scale Fracture Modelling of Concrete Based on X-ray Computed Tomography Images. 5th Asia Pacific Congress on Computational Mechanics & 4th International Symposium on Computational Mechanics. Singapore, 2013.12.11-12.14.
(31) Zhenjun Yang*, Wenyuan Ren, Mahmoud Mostafavi, Samuel A. McDonald, Thomas J. Marrow, Characterisation of 3D Fracture Evolution in Concrete Using In-situ X-ray Computed Tomography Testing and Digital Volume Correlation. 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures. Toledo, Spain, 2013.3.10-3.14.
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