杨永涛，男，博士、副研究员、中国科学院大学硕士生导师。1987年2月出生于四川省宜宾市，2009年毕业于四川大学水利水电工程专业，2012年获得四川大学岩土工程专业硕士学位，2015获得中国科学院武汉岩土力学研究所工程力学专业博士学位，同年留所工作，历任中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室助理研究员(2015)、副研究员(2018)。 ，荣获Outstanding Research Award for excellent achievement in analysis of discontinuous deformation（国际非连续变形计算协会）、Elsevier出版集团杰出审稿贡献奖 主要从事计算岩石力学、边坡工程与地质灾害防治等方面的理论、方法和技术研究工作，先后主持/参与国家自然科学基金项目4项、国家973项目1项以及其他重要岩土工程课题30余项。在“International Journal of Rock Mechanics and Mining Sciences” 、“Computer Methods in Applied Mechanics and Engineering”、“Applied Mathematical Modelling”、 “International Journal for Numerical Methods in Engineering”、 “Computers and Structures”、 “Engineering Fracture Mechanics”、 “International Journal for Numerical and Analytical Methods in Geomechanics”、 “Canadian Geotechnical Journal”、 “Engineering Geology”、 “International Journal of Geomechanics”、“力学学报”、 “岩石力学与工程学报”、“岩土力学”等国际国内期刊发表学术论文近五十篇，其中SCI论文42篇(第一/通讯34篇), ESI高被引论文1篇，授权中国发明专利2项，授权美国发明专利1项。 教育经历 2005.09—2009.07 四川大学水利水电工程专业本科学习 2009.09—2012.07 四川大学岩土工程专业硕士研究生学习 2012.09—2015.07 中科院武汉岩土力学研究所工程力学专业博士研究生学习 工作经历 2015.07—2017.12 中科院武汉岩土力学研究所助理研究员 2017.12— 中科院武汉岩土力学研究所副研究员 发明专利 (1). Sun Guanhua, Zheng Hong, Yang Yongtao, Li Wei. Root Key Type Pressure Bearing Mechanism in Anchor Hole, Root Key Type Anchor Cable and Anchor Grouting Method. 美国发明专利：US9783948B2. 授权时间：2017年10月10日. (2). 孙冠华, 郑宏, 杨永涛, 李伟. 锚孔内根键式承压机构和组装方法、根键式锚索、向锚孔内注浆的方法. 发明专利：ZL201510973544.0. 授权时间：2017年1月4日. (3). 孙冠华, 郑宏, 杨永涛, 郭宏伟. 根键式锚索、向锚孔注浆的方法. 发明专利：ZL201510973545.5. 授权时间：2017年9月27日. 学术奖励 (1). Outstanding Research Award for excellent achievement in analysis of discontinuous deformation (国际非连续变形计算协会，2017); (2). Outstanding contribution in reviewing (Elsevier, 2017); (3). Outstanding contribution in reviewing (Elsevier, 2018)。 承担科研项目情况： (1). 国家自然科学基金青年科学基金项目，51609240，土石混合体全过程变形破坏仿真的数值流形法及其试验验证，2017/01-2019/12，20万元，在研，主持； (2). 广西交通设计集团有限公司，炭质岩特性试验研究，2018/12-2019/12，35万元，在研，主持； (3). 国家重点基础研究发展计划（973项目），2011CB013500，大型水利水电工程高陡边坡全生命周期性能演化与安全控制，2011/11-2016/10，3600万元，已结题，骨干； (4). 国家自然科学基金青年科学基金项目，11502033，基于接触势的三维非连续变形分析方法研究及其在岩体破裂模拟中的应用，2016/01-2018/12，22万元，在研，骨干 (5). 国家自然科学基金面上项目，51674239，基于矢量分析方法的岩质边坡渐进破坏机理及其稳定性调控，2017/01-2020/12，63万元，在研，骨干； (6). 国家自然科学基金面上项目，51779250，余震与降雨时序作用下震裂岩体破坏过程模拟方法及失稳力学机制研究，2018/01-2021/12，59万元，在研，骨干； (7). 广东省电网有限公司，输电线路铁塔基础结构安全性评估及加强技术研究，2017/09-2019/06，216万元，在研，骨干。

(1). 岩石（体）断裂、破坏动力学与数值仿真； (2). 计算岩石力学； (3). 边坡工程； (4). 地质灾害防治

兼任中国岩石力学与工程学会软岩工程与深部灾害控制分会理事、中国岩石力学与工程学会岩体物理数学模拟专委会委员以及第二届全国交通岩土工程学术会议-《交通岩土非连续介质力学分析》专题主席。 此外还担任包括Computer Methods in Applied Mechanics and Engineering (SCI, IF = 4.441)、Applied Mathematical Modelling、Tunneling and Underground Space Technology (SCI, IF = 2.418)、Engineering Analysis with Boundary Elements (SCI, IF = 2.138)、Bulletin of Engineering Geology and the Environment (SCI, IF = 1.825 )、European Journal of Mechanics- B Fluids (SCI, IF = 1.984 )、Journal of Rock Mechanics and Geotechnical Engineering在内的多个学术期刊的审稿专家。

(1). Yang YT, Tang XH, Zheng H, Liu QS, Liu ZJ. Hydraulic fracturing modeling using the enriched numerical manifold method. Applied Mathematical Modelling 2018; 53:462-486 (SCI, ESI highly cited paper). (2). Xu DD, Wu AQ, Yang YT*, Lu B, Liu F, Zheng H. A new contact potential based three-dimensional discontinuous deformation analysis method. International Journal of Rock Mechanics and Mining Sciences 2019; Revised (SCI). (3). Yang YT, Sun GH, Zheng H. Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method. Engineering Geology 2019; 256: 93-109 (SCI). (4). Yang YT, Zheng H, Sivaselvan MV. A rigorous and unified mass lumping scheme for higher-order elements. Computer Methods in Applied Mechanics and Engineering 2017; 319: 491-514 (SCI). (5). Yang YT, Guo HW, Fu XD, Zheng H. Boundary settings for the seismic dynamic response analysis of rock masses using the numerical manifold method. International Journal for Numerical and Analytical Methods in Geomechanics 2018; 42(9): 1095-1122 (SCI). (6). Yang YT, Tang XH, Zheng H, Liu QS, He L. Three-dimensional fracture propagation with numerical manifold method. Engineering Analysis with Boundary Elements 2016; 72: 65-77 (SCI). (7). Yang YT, Zheng H. Direct approach to treatment of contact in numerical manifold method. International Journal of Geomechanics. 2017;17(5): UNSP E4016012. (SCI). (8). Yang YT, Zheng H. A three-node triangular element fitted to numerical manifold method with continuous nodal stress for crack analysis. Engineering Fracture Mechanics 2016; 162: 51-75(SCI). (9). Yang YT, Xu DD, Sun GH, Zheng H. Modeling complex crack problems using the three-node triangular element fitted to numerical manifold method with continuous nodal stress. Science China-Technological Sciences 2017; 60(10): 1537-1547 (SCI).. (10). Yang YT, Sun GH, Zheng H, Fu XD. A four-node quadrilateral element fitted to numerical manifold method with continuous nodal stress for crack analysis. Computers & Structures 2016; 177: 69-82 (SCI).. (11). Yang YT, Tang XH, Zheng H. A three-node triangular element with continuous nodal stress. Computers & Structures 2014; 141: 46-58 (SCI). (12). Yang YT, Chen L, Tang XH, Zheng H, Liu QS. A partition-of-unity based ‘FE-Meshfree’hexahedral element with continuous nodal stress. Computers & Structures 2017; 178: 17-28 (SCI). (13). Yang YT, Zheng H, Du XL. An Enriched Edge-Based Smoothed FEM for Linear Elastic Fracture Problems. International Journal of Computational Methods 2017; 14(5):1750052 (SCI). (14). Yang YT, Zheng H, Xu DD. A partition-of-unity based three-node triangular element with continuous nodal stress using radial-polynomial basis functions. Science China- Technological Sciences 2017; 60(10): 1518-1536(SCI). (15). Yang YT, Sun GH, Zheng H. Application of the ‘FE-Meshfree’ QUAD4 with continuous nodal stress using radial-polynomial basis functions for vibration and geometric nonlinear analyses. Engineering Analysis with Boundary Elements 2017, 78: 31-48 (SCI). (16).Yang YT, Xu DD, Zheng H. Application of the three-node triangular element with continuous nodal stress for free vibration analysis. Computers & Structures 2016; 169: 69-80 (SCI). (17).Yang YT, Chen L, Xu DD, Zheng H. Free and forced vibration analyses using the four-node quadrilateral element with continuous nodal stress. Engineering Analysis with Boundary Elements 2016; 70:1-11 (SCI). (18).Yang YT, Tang XH, Zheng H. Construct ’FE-Meshfree’ Quad4 using mean value coordinates. Engineering Analysis with Boundary Elements 2015; 59: 78-88 (SCI). (19).Yang YT, Bi R, Zheng H. A hybrid ’FE-Meshless’ QUAD4 with continuous nodal stress using radial-polynomial basis functions. Engineering Analysis with Boundary Elements 2015; 53: 73-85 (SCI). (20).Yang YT, Xu DD, Zheng H. A partition-of-unity based ‘FE-Meshfree’ triangular element with radial-polynomial basis functions for static and free vibration analysis. Engineering Analysis with Boundary Elements 2016; 65: 18-38 (SCI). (21).Yang YT, Tang XH, Zheng H, Liu QS. Four-node quadrilateral element with continuous nodal stress for geometrical nonlinear analysis. International Journal of Computational Methods 2018; 15(2): 1850005 (SCI). (22).Yang YT, Sun GH, Zheng H. A four-node tetrahedral element with continuous nodal stress. Computers & Structures 2017; 191: 180-192 (SCI). (23).Yang YT, Sun GH, Cai KJ, Zheng H. A high order numerical manifold method and its application to linear elastic continuous and fracture problems. SCIENCE CHINA Technological Sciences 2018; 61(3): 346-358 (SCI). (24).Yang YT, Xu DD, Zheng H. Explicit discontinuous deformation analysis method with lumped mass matrix for highly discrete block system. International Journal of Geomechanics 2018, 18(9): 04018098(SCI). (25).Sun GH, Yang YT*, Cheng SG, et al. Phreatic Line Calculation and Stability Analysis of Slopes under the Combined Effect of Reservoir Water Level Fluctuations and Rainfall. Canadian Geotechnical Journal 2017, 54(5): 631-645(SCI). (26).Chen L, Yang YT*, Zheng H. Numerical study of soil-rock mixture: Generation of random aggregate structure. Science China Technological Sciences 2018; 61(3): 359-369 (SCI). (27).Zhang GH, Yang YT*, Wang H. Improved numerical manifold method (iNMM)-An extra-DOF free and interpolating NMM with continuous nodal stress. Engineering Analysis with Boundary Elements 2017; 84: 117-128(SCI). (28).Sun GH, Lin S, Jiang W, Yang YT*. A Simplified Solution for Calculating the Phreatic Line and Slope Stability during a Sudden Drawdown of the Reservoir Water Level. Geofluids 2018; UNSP 1859285, DOI: 10.1155/2018/1859285(SCI). (29).Liu F, Yu CY, Yang YT*. An edge-based smoothed numerical manifold method and its application to static, free and forced vibration analyses. Engineering Analysis with Boundary Elements 2018; 86: 19-30 (SCI). (30).Chen T, Yang YT*, Zheng H, Wu ZJ. Numerical determination of the effective permeability coefficient of soil-rock mixtures using the numerical manifold method. International Journal for Numerical and Analytical Methods in Geomechanics 2019; 43(1): 381-414(SCI). (31).Zhang GH, Yang YT*. Modelling three dimensional dynamic problems using the four-node tetrahedral element with continuous nodal stress. Science China Technological Sciences 2018; 61:1889-1900 (SCI). (32).Ma YZ, Yang YT*, Sun GH. Three dimensional vibration analyses using an eight-node hexahedral element with continuous nodal stress. Computers & Structures 2019; 212: 58-71 (SCI). (33).Zhang GH, Yang YT*, Zheng H. A mass lumping scheme for the second-order numerical manifold method. Computers & Structures 2019, 213: 23-39 (SCI). (34).Zhang GH, Yang YT*, Wang H. A mass lumping scheme for the 10-node tetrahedral element. Engineering Analysis with Boundary Elements 2019, 106: 190-200(SCI). (35).Sun GH, Yang YT, Jiang W, et al. Effects of an increase in reservoir drawdown rate on bank slope stability: A case study at the Three Gorges Reservoir, China. Engineering Geology 2017, 221: 61-69 (SCI). (36).Xu DD, Yang YT, Zheng H, et al. A high order local approximation free from linear dependency with quadrilateral mesh as mathematical cover and applications to linear elastic fractures. Computers & Structures 2017, 178: 1-16 (SCI). (37).Zheng H, Yang YT. On generation of lumped mass matrices in partition of unity based methods. International Journal for Numerical Methods in Engineering 2017;112(8): 1040-1069 (SCI). (38).Sun GH, Yang YT, Zheng H. A Three-Node Triangular Element with Continuous Nodal Stress (Trig3-CNS) for Geometry Nonlinear Solid Mechanics Problems. International Journal of Computational Methods 2018; 15(4): 1850022 (SCI). (39).Wu ZJ, Xu XY, Liu QS, Yang YT. A zero-thickness cohesive element-based numerical manifold method for rock mechanical behavior with micro-Voronoi grains. Engineering Analysis with Boundary Elements 2018; 96: 94-108 (SCI). (40).Zheng H, Yang YT, Shi GH. Reformulation of dynamic crack propagation using the numerical manifold method. Engineering Analysis with Boundary Elements 2019; 105: 279-295 (SCI). (41).Wu WA, Zheng H, Yang YT. Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media. Computer Methods in Applied Mechanics and Engineering, In press. (SCI). (42).Wu WA, Zheng H, Yang YT. Numerical manifold method for dynamic consolidation of saturated porous media with three-field formulation. International Journal for Numerical Methods in Engineering. Accepted (SCI). (43).杨永涛*，郑 宏，张建海. 基于三角形网格的虚多边形有限元法. 岩石力学与工程学报, 2013 ,32 (6): 1214-1221 (EI). (44).杨永涛*，徐栋栋，郑宏. 动载下裂纹应力强度因子计算的数值流形元法.力学学报 2014; 46(5): 730-738(EI). (45).陈远强，杨永涛*，郑宏，李伟，林姗. 饱和-非饱和渗流的数值流形法研究与应用. 岩土工程学报 2018; Accepted(EI). (46).徐栋栋，杨永涛，郑宏，邬爱清. 基于环路更新的物理覆盖和接触环路生成算法. 岩土工程学报2015; 37(10): 1865-1875(EI). 学术会议 (1). 2019年4月，武汉，岩土物理化学前沿交叉青年论坛，报告题目《基于数值流形法的土石混合体边坡稳定性分析》，特邀报告； (2). 2018年7月，上海，The Third International Conference on Damage Mechanics，报告题目《Modeling rock failure process using an explicit numerical manifold method》, 邀请报告； (3). 2017年6月，贵州，第九次岩土力学与工程前沿论坛，报告题目《数值流形法及其在裂纹分析中的应用》, 专题报告； (4). 2017年12月，天津，The 13th International Conference on analysis of discontinuous deformation analysis，报告题目《Numerical study of soil-rock mixture:generation of random aggregate structure》, 专题报告。