基本情况

姓名：付金伟

学位：工学博士

职称：副教授

联系方式：邮箱：fujinwei1987@126.com  微信：fujinwei1987。

教育背景

[1] 2010-9至2015-6，山东大学，岩土工程（硕博连读），博士，导师：朱维申 教授；

[2] 2006-9至2010-6，西南交通大学，土木工程，学士。

工作履历

[1] 2019-3至今，华北水利水电大学，土木与交通学院，副教授；

[2] 2018-12至2020-1，美国University of Minnesota，Twin Cities Campus，国家公派访问学者，外方导师Joseph F. Labuz教授、院长；（USnews世界大学排名第22，常春藤联盟大学）

[3] 2016-9至2019-2，华北水利水电大学，土木与交通学院，讲师；

[4] 2016-3至2016-4，德国Herrenknecht AG公司，巴登符腾堡州Schwanau市，狮子洋隧道盾构设备监造；（技术雄厚的盾构/TBM制造、施工公司）

[5] 2015-7至2016-8，中铁隧道集团，盾构及掘进技术国家重点实验室，科研管理主任。

研究领域

主要采用室内试验、数值模拟和现场监测等手段，开展下述研究：

[1] 大型地下工程围岩稳定性分析和施工优化；

[2] TBM和盾构的隧道开挖机理及专项技术；

[3] 节理岩体力学特性、水-力特性及工程应用研究；

[4] 页岩气开采过程中的水压致裂。

学术兼职

[1] 《Rock Mechanics and Rock Engineering》、《Tunnelling and Underground Space Technology》、《Journal of Testing and Evaluation》、《Geomechanics and Geophysics for Geo-Energy and Geo-Resources》、《Computers and Concrete》等20多个SCI期刊审稿人；

[2] 《岩石力学与工程学报》、《岩土力学》、《工程力学》等EI期刊审稿人；

[3] 国家自然科学基金青年项目评审人；

[4] 中国岩石力学与工程学会岩石工程设计方法分会成员。

科研项目

[1] 河南省高等学校重点科研项目，24A410002，主持；

[2] 河南省高端国外专家引进交流计划项目，HNGD2022040，主持；

[3] 河南省留学人员资助项目，豫人社办函[2021]36号，河南省公派留学人员科研择优项目资助，主持；

[4] 国家自然科学基金青年项目，51608117，高磨蚀深长隧道TBM滚刀磨损机制和破岩机理研究，主持；

[5] 河南省重点研发与推广专项，15444345，硬岩隧道TBM刀-岩作用机理和滚刀磨损规律研究，主持；

[6] 深部岩土力学与地下工程国家重点实验室开放课题，SKLGDUEK1812，高磨蚀深长隧道TBM刀-岩作用机理和换刀量预测研究，主持；

[7] 华北水利水电大学高层次人才科研启动项目，4001/40619，节理岩体裂隙扩展及水压致裂机理的实验与数值模拟研究，主持；

[8] 华北水利水电大学教育教学改革项目，华水政[2022]8号，道路桥梁与渡河工程专业课程思政元素挖掘与融入路径研究，主持；

[9] 横向项目，17440911，丰宁水电站地下厂房洞室群围岩稳定性分析(子课题)，主持；

[10] 国家自然科学基金面上项目，51579140，岩体裂隙扩展及水压致裂机理的实验与数值模拟研究和应用，参加；

[11] 中铁隧道集团2014年度科技开发计划，隧研合2014-01，高磨蚀深埋地层刀具磨损研究，参加；

[12] 中国中铁股份有限公司科技开发计划，2012-重大-10，岩机结合多模式盾构掘进全过程模态综合实验平台，参加；

[13] 国家自然科学基金面上项目，41072234，多裂隙岩体的破坏机理、强度特性及对地下工程稳定性的影响，参加。

奖励与荣誉

[1] 2022年河南省“互联网+”大学生创新创业大赛优秀指导教师；

[2] 2022年华彩杯大学生创新创业大赛优秀指导教师；

[3] 2021-2022学年华北水利水电大学优秀学业导师；

[4] 2021-2022学年华北水利水电大学优秀本科毕业设计指导教师；

[5] 2021年度河南省教育厅优秀科技论文一等奖，排名1；

[6] 2020-2021学年华北水利水电大学优秀本科毕业设计指导教师；

[7] 2020年度河南省教育厅优秀科技论文一等奖，论文一，排名第1；

[8] 2020年度河南省教育厅优秀科技论文一等奖，论文二，排名第1；

[9] 2018年度河南省自然科学优秀学术论文三等奖，排名第1；

[10] 2016年度洛阳市科技进步一等奖，排名第4。

学术成果

1、出版的英文著作：

[1] Fu JW，Wang DC，Emmanuel Detournay. Tunnel Engineering[M]. LAMBERT学术出版社，2024. (全书共278页、21万字)

[2] Fu JW，Emmanuel Detournay，et al. Principles of Fracture Mechanics and Crack Propagation[M]. LAMBERT学术出版社，2023. (共185页，13万字)

[3] Fu JW，Emmanuel Detournay，et al. Rock Mechanics for Mining and Civil Engineering[M]. LAMBERT学术出版社，2023. (共192页，14万字)

[4] Fu JW，Hadi H，et al. Tensile Fracture Mechanism and Measurement of Brittle Materials[M]. LAMBERT学术出版社，2022. (全书共147页、10万字)

2、学术论文：

[1] Fu JW, Hadi H, Liu M, et al. Investigations into size dependence on the behavior of rocks with a “V” notch and hole under uniaxial compression[J]. Engineering Failure Analysis, 2024, 158: 107960. (SCI中科院一区, TOP期刊, IF 4.000, 研究生3作)

[2] Fu JW, Hadi H, Guo MD, et al. Effects of Axial Loading Width and Immediate Roof Thickness on the Failure Mechanism of a Notched Roof in Room and Pillar Mining: Experimental Test and Numerical Simulation[J]. Rock Mechanics and Rock Engineering, 2023, 56(1): 719-745. (SCI中科院一区, TOP期刊, IF 6.730, 研究生3作)

[3] Fu JW, Joseph L, Guo MD, et al. Experimental and numerical investigations on hydraulic fracture growth using rock-like resin material containing an injecting inner pre-crack[J]. Journal of Petroleum Science and Engineering, 2022, 213: 110424. (SCI中科院一区, TOP期刊, IF 5.168, 研究生3作)

[4] Fu JW, Liu SL, Zhu WS, et al. Experiments on Failure Process of New Rock-like Specimens with Two Internal Cracks under Biaxial Loading and the 3-D Simulation[J]. Acta Geotechnica. 2018, 13: 853-867. (SCI中科院一区, TOP期刊, IF 5.856, 它引35次)

[5] Fu JW, Vahab S, Joseph L, et al. Determination of mode I fracture toughness of brittle materials with a new method[J]. Acta Mechanica Sinica, 2024, 40: 423236. (SCI中科院二区, IF 3.500)

[6] Fu JW, Soheil A, Vahab S, et al. The rock fracturing in the jointed tunnel face ground with TBM: Experimental and numerical study[J]. Theoretical and Applied Fracture Mechanics, 2023, 125: 103933. (SCI中科院二区, IF 5.300)

[7] Fu JW, Hadi H, Xu LG, et al. Influence of arch shaped notch angle, length and openingon the failure mechanism of rock like material and acoustic emission properties: experimental test and numerical simulation[J]. Theoretical and Applied Fracture Mechanics, 2023, 125: 103879.(中科院SCI二区, IF 5.300)

[8] Fu JW, Vahab S, Li T, et al. Failure mechanism of circlular tunnel supported by concrete layers under uniaxial compression: numerical simulation and experimental test [J]. Theoretical and Applied Fracture Mechanics, 2023, 125: 103839. (SCI中科院二区, IF 4.374, 研究生3作)

[9] Fu JW, Vahab S, Yu YB, et al. Study of tensile crack growth in rock-like materials under punch shear test[J]. Theoretical and Applied Fracture Mechanics, 2022, 121: 103509. (SCI中科院二区, IF 4.374, 研究生3作)

[10] Fu JW, Hadi H, Cheng HX, et al. The shear behaviors of concrete-gypsum specimens containing double edge cracks under four-point loading conditions[J]. Theoretical and Applied Fracture Mechanics, 2022, 119: 103361. (SCI中科院二区, IF 4.374, 研究生3作)

[11] Fu JW, Cheng HX, Guo YH, et al. Implementation and Engineering Application of an Improved Rotating Smeared Crack Model in Rock Mass Fracture[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2022, 8(1): 136-153. (SCI中科院二区, IF 4.863, 研究生2作)

[12] Fu JW, Hadi H, Cheng HX, et al. Effects of transversely isotropic layers on failure mechanism of non-homogeny concrete-soil specimens[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources,2022, 8(5): 62-79. (SCI中科院二区, IF 4.863, 研究生3作)

[13] Fu JW, Joseph L, Cheng HX, et al. Simulating progressive failure in fractured saturated rock under seepage condition using a novel coupled model and the application[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources,2022, 8(2): 42-60. (SCI中科院二区, IF 4.863, 研究生3作)

[14] Fu JW, Hadi H, Vahab S, et al. Extended Finite Element Method simulation and experimental test on Failure behavior of defects under uniaxial compression[J]. Mechanics of Advanced Materials and Structures, 2021, 28(24): 2487-2502. (SCI中科院二区, IF 4.030, 它引16次)

[15] Fu JW, Zhang XZ, Zhu WS, et al. Simulating progressive failure in brittle jointed rock masses using a modified elastic-brittle model and the application[J]. Engineering Fracture Mechanics. 2017, 178: 212-230. (SCI中科院二区, IF 4.406, 它引46次)

[16] Fu JW, Chen K, Zhu WS, et al. Progressive failure of new modelling material with a single internal crack under biaxial compression and the 3-D numerical simulation[J]. Engineering Fracture Mechanics, 2016. 165: 140-152. (SCI中科院二区, IF 4.406, 它引85次)

[17] Fu JW, Hadi H, Liu M, et al. Acoustic Emission and Breakage Mechanism Analysis on Gypsum-Filled Granite Specimens with Varying Notch Dimensions Under Uniaxial Compression Testing[J]. Computational Particle Mechanics, 2024, 11(2): 1-18. (SCI中科院三区, IF 3.300, 研究生3作)

[18] Fu JW, Hadi H, Guo MD, et al. Investigating the effects of non-persistent cracks' parameters on the rock fragmentation mechanism underneath the U shape cutters using experimental tests and numerical simulations with PFC2D[J]. Structural Engineering and Mechanics, 2022, 83(4): 495-513. (SCI中科院三区, IF 3.524, 研究生3作)

[19] Fu JW, Guo MD, Vahab S, et al. The numerical investigation of tensile strength of coal model on the performance of coal plow using Particle Flow Code[J]. Structural Engineering and Mechanics, 2022, 82(6): 713-724. (SCI中科院三区, IF 3.524, 研究生2作)

[20] Fu JW, Hadi H, Li T, et al. Investigation of the tensile behavior of joint filling under experimental test and numerical simulation[J]. Structural Engineering and Mechanics, 2022, 81(2): 243-258. (SCI中科院三区, IF 3.524, 研究生3作)

[21] Fu JW, Hadi H, Vahab S, et al. Mechanism of failure in the Semi-Circular Bend (SCB) specimen of gypsum-concrete with an edge notch[J]. Structural Engineering and Mechanics, 2022, 81(1): 81-91. (SCI中科院三区, IF 3.524)

[22] Fu JW, Vahab S, Hadi H, et al. The comparison between NBD test results and SCB test results using experimental test and numerical simulation[J]. Advances in Concrete Construction, 2022, 13(1): 83-99. (SCI中科院三区, IF 3.214)

[23] Fu JW, Guo MD, Hadi H, et al. Calibrating a new compressive-to-tensile load-transferring device for determining the direct tensile strength of granite[J]. Strength of Materials, 2023, 54(5): 959-966. (SCI中科院四区, IF 1.026, 研究生2作)

[24] Fu JW, Guo MD, Hadi H, et al. A discrete element analysis of the indirect tensile failure in hollow brazilian discs of bedded geo-materials[J]. Strength of Materials, 2022, 54(3): 1-11. (SCI中科院四区, IF 1.026, 研究生2作)

[25] Fu JW, Hadi H, Guo MD, et al. Interaction Between the Notch and Mortar–Mortar Interface (with Different Inclinations) in Semi‑Circular Bend Specimens[J].Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2021,46(4): 2747-2763. (SCI中科院四区, IF 1.465, 研究生3作)

[26] Fu JW, Hadi H, Ya MD, et al. Effects of the measured noise on the failure mechanism of pre-cracked concrete specimens under the loading modes I, II, III and IV"[J]. Strength of Materials, 2021, 53(6):938-949. (SCI中科院四区, IF 1.026)

[27] Fu JW, Hadi H, Ya MD, et al. A Linear Elastic Fracture Mechanics Analysis of the Pre-Cracked Concrete Failure Mechanism under modes I, II, III and IV loading conditions[J]. Strength of Materials, 2021, 53(5): 784-796. (SCI中科院四区, IF 1.026)

[28] Fu JW, Liu SL, Li LL, et al. A modeling resin material and its application in rock-failure study: samples with two 3D internal fracture surfaces[J]. Open Geosciences. 2020, 12(1): 1237-1246. (SCI中科院四区, IF 1.421)

[29] 付金伟,朱维申,张新中,等.内水压下含中空裂隙新型材料的压裂试验及数值模拟研究[J].工程科学与技术, 2017, 49(04): 78-85. (中文EI, 它引25次)

[30] Wang L, Fu JW, Joseph L, et al. Numerical Investigation on Fracture Propagation Mechanism of Pre-Existing Symmetrical Cracks Emanating from the Circular Blast Holes[J]. Strength of Materials, 2023, 55(6): 1209-1221. (SCI中科院四区, IF 1.026)

[31] Fei Z, Vahab S, Hadi H, Mohammad H, Jinwei Fu. A coupled experimental and numerical simulation of concrete joints' behaviors in tunnel support using concrete specimens[J]. Computers and Concrete, 2021, 28(2): 189-208. (SCI中科院二区, IF 3.948)

[32] Li X, Chen K, Fu JW*, Zhang B. Experiment Study on High-efficiency Rock-breaking Mechanism of TBM with A Varying Number of Disc Cutters[C]. 3rd Annual International Conference on Advanced Material Engineering (AME 2017), 2017, 110: 251-255. (EI)

[33] Y Li, WS Zhu, JW Fu, et al. A damage rheology model applied to analysis of splitting failure in underground caverns of Jinping I Hydropower Station [J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 71: 224-234. (SCI中科院一区, TOP期刊, IF 7.135,它引35次)

[34] 付金伟*,朱维申,李勇,等. 渗流影响下岩石损伤和渐进破裂演化过程的数值分析研究[J]. 水文地质工程地质.2015, 01:53-59. (核心)

[35] 付金伟*,朱维申,雒祥宇等.含三维内置断裂面新型材料断裂体破裂过程研究[J]. 中南大学学报(自然科学版),2014 ,09:3257-3263. (EI)

[36] 付金伟*,朱维申,曹冠华,等.岩石中三维单裂隙扩展过程的试验研究和数值模拟[J].煤炭学报,2013,03:411- 417. (EI)

[37] 付金伟*,朱维申,谢富东,等.岩石中三维双裂隙组扩展和贯通过程的试验研究和弹脆性模拟[J].岩土力学,2013, 09:2489-2495. (EI)

[38] 付金伟*,朱维申,王向刚,等.节理岩体裂隙扩展过程一种新改进的弹脆性模拟方法及应用[J].岩石力学与工程学报,2012,31, 10: 2088-2095. (EI)

[39] 付金伟*,孙衍波. 软土路基加固设计中几个关键问题的处理[J]. 江苏建筑, 2011,01:85-87.

[40] 管俊峰,姚贤华,白卫峰,陈记豪,付金伟.由小尺寸试件确定混凝土的断裂韧度与拉伸强度,工程力学, 2019, 36(1):70-79. (EI)

[41] 管俊峰,钱国双,白卫峰,姚贤华,付金伟. 岩石材料真实断裂参数确定及断裂破坏预测方法, 岩石力学与工程学报, 2018, (05):1146-1160. (EI)

[42] Wang XG, Fu JW*, Zhu WS, Zhang B. Numerical analysis on the failure process of jointed rock under the effect of seepage[C]. Applied Mechanics and Materials, 2014, 533: 170-174. (EI)

[43] WQ Xue, WS Zhu, JW Fu, et al. Stability study on jointed rock mass affected by fissure water pressure[C]. Applied Mechanics and Materials, 2014, 624: 577-581. (EI)

[44] Xue WQ, Zhu WS, Zhang DF, Fu JW. The study on failure mechanism of 3D cracked rock mass under fissure water pressure [C]. Applied Mechanics and Materials, 2013, 353-356: 669-672. (EI)

[45] Fu JW*, Zhu WS, Wang LG, et al. Numerical simulation of the crack propagation processes in rocks with double joints[C]. Applied Mechanics and Materials, 2011, 90-93: 559-564. (EI)

[46] 王向刚,朱维申,李术才,付金伟.裂隙岩体内嵌入式挡土墙施工技术与数值分析[J].公路交通科技,2014,04: 39-44. (核心)

3、发明专利：

[1] 付金伟,李彤,等. 基于类岩石树脂的工程岩体锚固失稳仿真试件及其制备方法, 2023.3.4, 中国, CN202310199688.X. (研究生二作)

[2] 付金伟,李彤,雒翔宇. 预埋渗流通道或/和突涌水腔体的类岩石试件及其制备方法, 2022.12.17,中国, CN202211627356.9. (研究生二作)

[3] 付金伟,程慧香,雒翔宇. 高透明度类岩石树脂试件制作方法及模拟试验方法, 2022.12.1, 中国,CN202211528993.0. (研究生二作)

[4] 付金伟,李彤,郭梦迪,等. 模拟复杂隧道及地下洞室的类岩石试件、其制备方法及模型定位装置,2022.11.12, 中国, CN202211416451.4. (研究生二作)

[5] 付金伟,程慧香,等.适用于类岩石树脂试件力学试验的恒低温装置及试验方法, 2022.10.26, 中国,CN202211318685.5. (研究生二作)

[6] 付金伟,郭梦迪,雒翔宇,等. 裂隙岩体水力压裂模拟试件及其制备与应用, 2022.07.27, 中国,CN202210894018.5. (研究生二作)

[7] 付金伟,程慧香,雒翔宇,等. 基于类岩石树脂材料的工程岩体非均质模拟试件及其制备方法与应用, 2022.7.27, 中国, ZL202210894012.8. (研究生二作)

[8] 付金伟,等. 岩石尺寸缺陷修复和标准试件制备方法, 2019.6.12, 中国, ZL201910504993.

[9] 付金伟,等. 岩石矿物磨蚀度精准检测方法, 2019.6.12, 中国, ZL201910504988.

[10] 朱维申,付金伟,李邦翔. 高脆性透明类岩石材料试件制备方法, 2015.11.18, 中国, ZL201410036721.8.

[11] 朱维申,付金伟,李邦翔. 基于类岩石树脂试件的水压致裂注水加载装置及试验方法, 2015.11.18, 中国, ZL201410034987.9.

[12] 朱维申,付金伟,李邦翔. 制备预置有三维裂隙高脆性透明类岩石材料试件的模具, 2014.7.2, 中国, ZL201420047107.7.

[13] 朱维申,付金伟,李邦翔. 基于类岩石树脂试件的水压致裂注水加载装置, 2014.7.2, 中国, ZL201420048448.6.

[14] 虞松,李邦翔,谢雅娟,朱维申,付金伟.一种预制的模拟三维中空裂隙的结构, 2018.1.24, 中国, ZL201820119895.

4、软件著作权：

[1] 汪德才,付金伟,等. 盾构隧道地表沉降勘测数据智能分析系统, 2023.7.11, 中国, 2023SR1167944.

[2] 汪德才,何况,付金伟,等. 盾构隧道壁后注浆空洞智能预测管理系统, 2023.7.26, 中国, 2023SR1163011.