个人简介：
杨永涛，教授，博士/硕士生导师，湖南省高层次人才、衡阳市高层次人才、全网担保平台高层次学科拔尖人才；工程分析领域权威SCI期刊《Engineering Analysis with Boundary Elements》(Elsevier旗下，中科院大类2区)共同主编、岩土工程领域顶尖SCI期刊《Computers and Geotechnics》(Elsevier旗下，中科院大类 1区)编委、专刊主编、计算岩土力学领域顶尖SCI期刊《International Journal for Numerical and Analytical Methods in Geomechanics》(Wiley旗下，中科院大类2区)编委以及中国岩石力学与工程学会(全国一级学会)岩土体非连续变形分析专委会副主任；入选湖南省高层次人才引进项目科技创新类杰出人才、湖北省首批青年拔尖人才、中科院青年人才计划、斯坦福全球前2%顶尖科学家榜单(连续5年入选)；2009年、2012年先后在四川大学水利水电学院获本科、硕士学位(导师：张建海教授)；2015年在中国科学院武汉岩土力学研究所(中国科学院大学)获博士学位(导师：国家杰青郑宏教授)；同年7月进入中国科学院武汉岩土力学研究所葛修润院士和国家杰青郑宏教授团队，先后晋升助理研究员、副研究员、研究员；现为全网担保网qwdb特聘教授。
长期从事边坡工程、地下空间、深地资源开发(非常规油气资源开采、干热岩压裂)等领域的理论、试验、数值仿真和工程应用研究；主持国家自然科学基金项目4项、省部级人才类项目3项、校级科技创新项目1项、工程应用项目8项；以第一/通讯作者发表SCI期刊论文80余篇；主/参编学术专著3部、授权发明专利12件、软件著作权2项；荣获省部级自然科学特等奖1项(排2)、国际非连续变形分析协会“杰出研究者奖”1项(排1)、《Engineering Analysis with Boundary Elements》最佳论文奖3项(排1、2、4)、《Science China Technological Sciences》高影响力论文奖1项(排2)。
本研究团队现有教授2人、副教授1人，团队气氛和谐、轻松、充满朝气！本人培养的博士生已有2人成为国内知名高校教授！
热忱欢迎城市地下空间、安全科学与工程、土木工程、水利工程、岩土工程、工程力学、应用数学、工程地质等相关专业的学生报考/保送本研究团队的硕/博士研究生，也非常欢迎相关专业的博士毕业生加盟成为骨干教师或开展师资博士后合作研究！
工作单位：全网担保平台全网担保网qwdb
联系方式：ytyang@usc.edu.cn
科研项目：
[1] 全网担保平台校级科技创新项目，5524GC018，400万元，主持
[2] 湖南省高层次人才引进项目，科技创新，50万元，主持
[3] 国家自然科学基金面上项目，12572455，50万元，主持
[4] 国家自然科学基金面上项目，12272393，55万元，主持
[5] 国家自然科学基金面上项目，12072357，59万元，主持
[6] 国家自然科学基金青年项目，51609240，20万元，主持
[7] 湖北青年拔尖人才培养计划，岩土工程，60万元，主持
[8] 中国科学院青年类人才项目，岩土力学，80万元，主持
代表性论文：
[1] Yang YT, Wu WA, Zheng H. An Uzawa-type augmented Lagrangian numerical manifold method for frictional discontinuities in rock masses. International Journal of Rock Mechanics and Mining Sciences 2021; 148: 104970 (中科院大类1区TOP).
[2] Yang YT, Wu WA, Zheng H. Investigation of slope stability based on strength-reduction-based numerical manifold method and generalized plastic strain. International Journal of Rock Mechanics and Mining Sciences 2023; 164: 105358 (中科院大类1区TOP).
[3] 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 2020; 127: 104206 (中科院大类1区TOP).
[4] Li JF, Yang YT*, Wang SL. An explicit 3D numerical manifold method with potential-based contact force for rock mass system. International Journal of Rock Mechanics and Mining Sciences 2025;194: 106236(中科院大类1区TOP).
[5] Xia Y, Yang YT*, Tang XH，et al.. Investigation on artificial boundary problems in 3D-NCDDAM for the seismic dynamic analyses of geotechnical structures, International Journal of Rock Mechanics and Mining Sciences, 2025, Revised (中科院大类1区TOP).
[6] Yang YT*, Wu WA, Zheng H. Searching for critical slip surfaces of slopes using stress fields by numerical manifold method. Journal of Rock Mechanics and Geotechnical Engineering 2020; 12:1313-1325 (中科院大类1区TOP).
[7] Li JF, Yang YT*, Xia Y, Zheng H, Wang SL, Investigation of equivalent strength parameters of soil-rock mixture using numerical manifold method, Journal of Rock Mechanics and Geotechnical Engineering, https://doi.org/10.1016/j.jrmge.2025.04.013 (中科院大类1区TOP).
[8] Song HT, Fu XD, Yang YT*, Xia Y, Li JF. Stability assessment of SRM slopes considering spatial randomness and cross-correlated spatial variability via a random NCDDAM, Journal of Rock Mechanics and Geotechnical Engineering, 2025, Revised (中科院大类1区TOP).
[9] Yang YT*, Xia Y. A nodal-based continuous-discontinuous deformation analysis method. Computer Methods in Applied Mechanics and Engineering 2024; 421: 116790 (中科院大类1区TOP).
[10] 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(中科院大类1区TOP).
[11] Yang YT, Wu WA*, Zheng H, Wang SY, Yang L. An efficient monolithic multiscale numerical manifold model for fully coupled nonlinear saturated porous media. Computer Methods in Applied Mechanics and Engineering 2024; 418: 116479(中科院大类1区TOP).
[12] Xia Y, Yang YT*, Zheng H, Liu H, Wang SL. Boundary settings for seismic dynamic analysis of rock masses using the nodal-based continuous-discontinuous deformation analysis method. Computer Methods in Applied Mechanics and Engineering, 2025, 440: 117941. (中科院大类1区TOP).
[13] Xia Y, Yang YT*, Zheng H, Wang SL. Modelling of thermo-mechanical coupling effects in rock masses using an enriched nodal-based continuous-discontinuous deformation analysis method. Computer Methods in Applied Mechanics and Engineering, 2025, 433: 117543. (中科院大类1区TOP).
[14] Xia Y, Yang YT*. Modeling the failure process of rock masses using a 3D nodal-based continuous-discontinuous deformation analysis method. Computer Methods in Applied Mechanics and Engineering 2024; 425: 116968. (中科院大类1区TOP).
[15] Yang L, Yang YT*, Zheng H, Wu ZJ. An explicit representation of cracks in the variational phase field method for brittle fractures. Computer Methods in Applied Mechanics and Engineering 2021; 387: 114127(中科院大类1区TOP).
[16] Wu WA, Yang YT*, Zheng H, Zhang LM, Zhang N. Numerical manifold computational homogenization for hydro-dynamic analysis of discontinuous heterogeneous porous media. Computer Methods in Applied Mechanics and Engineering 2022; 388: 114254 (中科院大类1区TOP).
[17] Wu WA, Yang YT*, Zheng H. Hydro-mechanical simulation of the semi-saturated porous soil-rock mixtures using the numerical manifold method. Computer Methods in Applied Mechanics and Engineering 2020; 370: 113238(中科院大类1区TOP).
[18] Wu WA, Wan T, Yang YT*, Zheng H. Three-dimensional numerical manifold formulation with continuous nodal gradients for dynamics of elasto-plastic porous media. Computer Methods in Applied Mechanics and Engineering 2022; 388: 114203(中科院大类1区TOP).
[19] Liu ZJ, Zhang YM, Jiang Y, Yang H, Yang YT*. Unfitted finite element method for fully coupled poroelasticity with stabilization. Computer Methods in Applied Mechanics and Engineering 2022; 397: 115132 (中科院大类1区TOP).
[20] Yang YT, Sun GH, Zheng H, Yan CZ. An improved numerical manifold method with multiple layers of mathematical cover systems for the stability analysis of soil-rock-mixture slopes. Engineering Geology 2020; 264: 105373(中科院大类1区TOP).
[21] Yang YT, Sun GH, Zheng H, Qi Y. Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method. Engineering Geology 2019; 256: 93-109 (中科院大类1区TOP).
[22] Yang YT, Xia Y, Zheng H, Liu ZJ*. Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method. Engineering Geology. 2021; 292: 106285 (中科院大类1区TOP).
[23] Yang YT, Sun YH, Sun GH, Zheng H. Sequential excavation analysis of soil-rock-mixture slopes using an improved numerical manifold method with multiple layers of mathematical cover systems. Engineering Geology. 2019; 261: 105278 (中科院大类1区TOP).
[24] Xia Y, Wu WA, Yang YT*, Fu XD. Mesoscopic study of concrete with random aggregate model using phase field method. Construction and Building Materials 2021; 310: 125199 (中科院大类1区TOP).
[25] Yang YT*, Xu DD, Liu F, Zheng H. Modeling the entire progressive failure process of rock slopes using a strength-based criterion. Computers and Geotechnics 2020; 126: 103726 (中科院大类1区TOP).
[26] Feng Liu, Yike Teng, Changyi Yu, Yongtao Yang*. A 2D moisture diffusion model for simulating desiccation fracturing of soil based on particle discontinuous deformation analysis. Computers and Geotechnics 2025; 186: 107387 (中科院大类1区TOP).
[27] Wu Wenan, Yongtao Yang*, Yuyong Jiao, Shanyong Wang. Stability analysis of unsaturated slopes under rainfall and drainage using the vector-sum-based numerical manifold model. Computers and Geotechnics 2025; 179: 106992 (中科院大类1区TOP).
[28] Wu WA, Yang YT*, Zheng H, Wang SQ, Zhang N, Wang YC. Investigation of the effective hydro-mechanical properties of soil-rock mixtures using the multiscale numerical manifold model. Computers and Geotechnics 2023; 155: 105191 (中科院大类1区TOP).
[29] Wang HB, Yang YT*, Sun GH, Zheng H. A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method. Computers and Geotechnics 2021; 129:103864 (中科院大类1区TOP).
[30] Li JF, Xia Y, Zheng H, Yang YT*. Numerical study of soil-rock mixtures with 3D numerical manifold method: Generation of random aggregate structure and discretized model. Computers and Geotechnics 2023; 164:105820 (中科院大类1区TOP).
[31] Song HT, Yang YT*, Fu XD, Xia Y, Li JF, Zheng H. Stability analysis of four-phase soil-rock mixture slopes by the nodal-based continuous-discontinuous deformation analysis method combining a generalized random media reconstruction technique. Computers and Geotechnics 2025; 188: 107583 (中科院大类1区TOP,).
[32] Yang YT, Wu WA*. Assessing the stability of slopes using vector-sum-based numerical manifold method and pattern search algorithm. Rock Mechanics and Rock Engineering 2022; 55(6): 3659-3673 (中科院大类1区TOP).
[33] Yang L, Yang YT*, Zhang N, Wu WA, Zheng H. Modeling Rock Fracturing Processes Using the Phase Field Numerical Manifold Method. Rock Mechanics and Rock Engineering 2023, 56: 5735-5751 (中科院大类1区TOP).
[34] Yang YT, Liu F*, Wu WA. Assessing Slope Stability with an Improved 3D Numerical Manifold Method. Rock Mechanics and Rock Engineering 2022; 55(10): 6409-6423 (中科院大类1区TOP).
[35] Yang YT*, Xu DD*, Zheng H, Wu ZJ, Huang D. Modeling wave propagation in rock masses using the contact potential-based three-dimensional discontinuous deformation analysis method. Rock Mechanics and Rock Engineering 2021; 54(5): 2465-2490 (中科院大类1区TOP).
[36] Yang YT, Wu WA*, Xia Y, Xu DD, Yang DS. A nodal-based 3D discontinuous deformation analysis method with contact potential for discrete rock block system. Rock Mechanics and Rock Engineering 2023; 56(6): 4043-4059 (中科院大类1区TOP).
发明专利:
[1] 杨永涛；夏阳；李俊烽；等. 考虑岩土体破裂的数值模拟方法、装置、介质及设备，2024年11月22日，中国，ZL 2023 1 1211246.9
[2] 杨永涛；罗迅；夏阳；李俊烽；等. 边坡动态滑动面的自动检索方法、装置、介质及设备，2024年09月20日，中国，ZL 2023 1 1865958.2
[3] 杨永涛；米德才；叶琼瑶；等. 内倾斜根键式锚索、向锚孔注浆的方法，2024年05月03日，中国，ZL 2018 1 1633758.3
[4] 杨永涛；宋杭天；夏阳；等. 一种在复杂地质构造下岩体参数空间变异性的随机场建模方法，2025年04月4日，中国，ZL 202411201166.X
[5] 杨永涛；夏阳；宋杭天；等. 一种考虑三维地质构造下空间变异性的裂隙岩体随机场实现方法，2025年09月23日，中国，ZL2024117069826
[6] 杨永涛；宋杭天；李俊烽；等. 基于多重随机场实现连续-非连续土石混合体及其空间变异性的方法，2025年10月10日，中国，ZL2024117439062
[7] 杨永涛；夏阳；宋杭天；等. 一种考虑岩体热力耦合问题的连续-非连续数值模拟方法，2025年10月17日，中国，ZL2024114769588
[8] 杨永涛；李俊烽；夏阳；等. 三维边坡滑面智能搜索方法，2025年10月28日，中国，ZL2024117438727
软件著作权:
[1] 杨永涛. 强度折减数值流形法边坡稳定性分析系统. 软件著作权登记号: 2020SR0717886. 授权时间：2020-7-3
[2] 吴志军；赵瑜；杨永涛；毕靖；王超林；程浩；杨进强；岩石水力压裂全过程仿真系统，2021SR0935709，原始取得，全部权利，2021-6-23
获奖情况：
[1] 唐旭海；杨永涛；刘一苇；刘泉声；孙磊；岩体多尺度破裂机理和分析方法，中国岩石力学与工程学会自然科学特等奖，2025年10月；
[2] 杨永涛；国际非连续变形分析协会杰出研究者奖，2017年12月；
[3] 杨永涛；唐旭海；郑宏；刘泉声；何磊；Three-dimensional fracture propagation with numerical manifold method，《Engineering Analysis with Boundary Elements》最佳论文奖，2019年8月；
[4] 陈立；杨永涛；郑宏；Numerical study of soil-rock mixture: Generation of random aggregate structure，《Science China Technological Sciences》高影响力论文奖，2021年4月(第1获奖人为本人协助培养的研究生)；
[5] 郑宏；杨永涛；石根华；Reformulation of dynamic crack propagation using the numerical manifold method，SCI期刊《Engineering Analysis with Boundary Elements》最佳论文奖，2022年7月；
[6] 吴志军；刘泉声；徐翔宇；杨永涛；A zero-thickness cohesive element-based numerical manifold method for rock mechanical behavior with micro-Voronoi grains，《Engineering Analysis with Boundary Elements》最佳论文奖，2021年7月。
荣誉称号：
[1] 湖南省高层次人才引进项目科技创新类杰出人才
[2] 全网担保平台高层次学科拔尖人才
[3] 湖北省首批青年拔尖人才
[4] 衡阳市高层次人才
[5] 斯坦福全球前2%顶尖科学家榜单(连续五年入选)
[6] 中科院青年类人才计划
国际国内学术任职：
[1] Engineering Analysis with Boundary Elements(中科院大类2区)期刊共同主编
[2] Computers and Geotechnics(中科院大类1区TOP)期刊编委、专刊主编
[3] International Journal for Numerical and Analytical Methods in Geomechanics(中科院大类2区)期刊编委
[4] 中国岩石力学与工程学会岩土体非连续变形分析专委会副主任
