个人简介
杨小礼，男，教授、博士生导师、中南大学“升华学者”特聘教授。先后获得了全国百篇优秀博士学位论文奖、省部级科技进步一等奖3项、省科技进步二等奖4项、省自然科学二等奖2项、教育部新世纪优秀人才计划奖、中国岩石力学与工程学会青年科技奖、湖南省青年科技奖、等10多项科研奖励；5篇论文入选0.1%ESI热引论文。授权国家发明专利10项。先后负责了国家重点基础研究计划973项目、国家自然科学基金、湖南省杰出青年基金、交通部西部交通科技项目、中国博士后科学基金、等10多项科研课题研究。长期从事土木工程方面的教学与科研工作。
传统极限分析理论是建立在线性Mohr-Coulomb准则基础上，实际上大量的实验结果证明破坏准则是非线性的。基于非线性准则，本人在国际上首次建立极限分析非线性理论，成果得到国际同行专家高度认可。
论文被SCI引用5000多次，被国际著名学术出版机构Elsevier评为“土木工程高被引学者”。入选全球前2‰顶尖科学家，由美国斯坦福大学公布。多次在Hong Kong Polytechnic University 进行高级访问研究。指导的博士论文获全国优秀博士学位论文提名奖；指导的硕士论文获湖南省优秀硕士学位论文奖；累计指导研究生获得国家奖学金72万元；指导研究生获中南大学校长奖学金(4.8万元/年)。担任国外期刊IJPS的主编、国外期刊CAES副主编。
国际期刊论文(英文)
1. Zhang ZL, Yang, XL (2023). Pseudo-dynamic analysis of three-dimensional fissured slopes reinforced with piles. ASCE International Journal of Geomechanics. 23(3): 04022315.
2. Zhang ZL, Yang XL (2023). Unified solution of safety factors for three-dimensional compound slopes considering local and global instability. Computers and Geotechnics. 155, 105227.
3. Zhang ZL, Zhu JQ, Yang XL (2023). Three-dimensional active earth pressures for unsaturated backfills with cracks considering steady seepage flow. ASCE International Journal of Geomechanics. 23(2): 04022270.
4. Zhong JH, Hou CT, Yang XL (2023). Three-dimensional face stability analysis of rock tunnels excavated in Hoek-Brown media with a novel multi-cone mechanism. Computers and Geotechnics. 154, 105158.
5. Zhong JH, Hou CT, Yang XL (2023). Bearing capacity of foundations resting on rock masses subjected to Rayleigh waves Soil Dynamics and Earthquake Engineering. 167, 107791.
6. Hou CT, Zhong JH, Yang XL (2023). Three-dimensional stability assessments of a non-circular tunnel face reinforced by bolts under seepage flow conditions. Tunnelling and Underground Space Technology, 131, 104831.
7. Kang XD, Zhu JQ, Yang XL (2023). Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism Computers and Geotechnics. 158, 105363.
8. Pan QJ, Zhang RF, Wang ST, Chen JY, Zhang B, Zou JF, Yang XL. (2023). Three-Dimensional stability of slopes under water drawdown conditions. ASCE International Journal of Geomechanics. 23(1), 04022254.
9. Hou CT, Yang XL (2022). 3D stability analysis of tunnel face with influence of unsaturated transient flow. Tunnelling and Underground Space Technology, 123, 104414.
10. Liu J, Xu S, Yang XL (2022). Modified pseudo-dynamic bearing capacity of strip footing on rock masses. Computers and Geotechnics, 150, 104897.
11. Li ZW, Yang XL (2022). Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration. Geotextiles and Geomembranes, 50(3):371-382.
12. Hou CT, Pan QJ, Xu T, Huang F, Yang XL (2022). Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms. Tunnelling and Underground Space Technology, 125, 104524.
13. Hou CT, Zhang ZL, Yang XL (2022). Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels. Computers and Geotechnics, 146, 104741.
14. Zhong JH, Li YX, Yang XL (2022). Estimation of the seismic bearing capacity of shallow strip footings based on a pseudodynamic approach. ASCE International Journal of Geomechanics, 22(9), 04022143
15. Chen BH, Luo WJ, Xu XY, Hu RQ, Yang XL (2022). Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr-Coulomb Failure Criterion. ASCE International Journal of Geomechanics. 22(10), 06022029
16. Zun ZB, Wang BW, Hou CQ, Wu SC, Yang XL (2022). Pseudodynamic Approach for Rock Slopes in Hoek-Brown Media: Three-Dimensional Perspective. ASCE International Journal of Geomechanics, 22(11), 04022190
教育经历
[1] 中南大学 | 道路与铁道工程 | 博士学位 | 博士研究生毕业
[2] 中南大学 | 岩土工程 | 硕士学位 | 硕士研究生毕业