李永鑫，博士，硕士生导师

2019年6月毕业于中南大学，获博士学位。同年7月进入合肥工业大学汽车与交通工程学院。主要研究方向为道路结构仿真、安全性评估。近年主持多项纵向科研课题，发表研究论文10余篇。指导大学生参加多项交通类科创比赛，获得省级一等奖等多个奖项。

联系邮箱：xinxinah@hfut.edu.cn

科研项目 

[1] 国家自然科学基金青年项目. 基于非饱和土非线性强度理论的边坡浅层滑动机理及稳定性分析. 2022.01-2024.12  主持.

[2] 安徽省自然科学基金青年项目. 非饱和土强度的非线性特征对降雨诱发边坡浅层滑动的影响研究. 2021.01-2022.12  主持.

[3] 合肥工业大学学术新人提升计划A项目. 路基填土干湿循环过程的细观力学行为仿真试验研究. 2021.04-2022.12  主持.

[4] 合肥工业大学青年教师科研创新启动专项. 裂隙膨胀土的强度特性对边坡稳定性影响研究. 2020.04-2021.12  主持.

期刊论文（*通讯作者） 

[1]   Li YX, Yang ZH, Zhong JH, Sun ZB, Hou CQ. Revisiting the face stability of circular tunnels driven in strength nonlinearity soils[J]. Computers and Geotechnics, 2024, 165: 105856.

[2]   Hou CQ, Xu Q, Li YX*, Sun ZB. Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration[J]. Geotextiles and Geomembranes, 2024, 52(1): 156-165.

[3]   Zhong JH, Li YX*, Yang XL. Estimation of the seismic bearing capacity of shallow strip footings based on a pseudo-dynamic approach[J]. International Journal of Geomechanics, 2022, 22(9): 04022143.

[4]   Hou, CT, Liao, H, Wang, PQ, Liu LL, Li YX*. An Analytical Framework for Assessing the tunnel face in unsaturated soils under transient infiltrations and its application. KSCE Journal of Civil Engineering, 2022, 26(8), 4851-4862.

[5]   Li YX, Hu YN, Huang F, Li SQ, Sun ZB. A novel method for the stability assessment of soil slopes with multi-layers based on the upper bound limit analysis[J]. KSCE Journal of Civil Engineering, 2021, 25(8):2855-2864.

[6]   Li ZW, Yang XL, Li YX*. Active earth pressure coefficients based on a 3D rotational mechanism[J]. Computers and Geotechnics, 2019, 112(8):342-349.

[7]   Li YX*, Yang XL. Seismic displacement of 3D slope reinforced by piles with nonlinear failure criterion[J]. International Journal of Geomechanics, 2019, 19(6):04019042.

[8]   Li YX*, Yang XL. Soil-slope stability considering effect of soil-strength nonlinearity[J]. ASCE International Journal of Geomechanics, 2019, 19(3):04018201.

[9]   Li YX*, Yang XL. Three-dimensional seismic displacement analysis of rock slopes based on Hoek-Brown failure criterion[J]. KSCE Journal of Civil Engineering, 2018, 22(11):4334-4344.

[10] Li YX*, Yao C. Collapse mechanism of deep tunnels with three-centered arch cross section[J]. Journal of Central South University, 2016, 23(12):3293-3301.

[11] Li YX*, Yang XL. Stability analysis of crack slope considering nonlinearity and water pressure[J]. KSCE Journal of Civil Engineering, 2016, 20(6):2289-2296.

所获奖励 

2021年，安徽省大学生交通科技大赛二等奖指导老师

2022年，安徽省大学生交通科技大赛一等奖指导老师

2023年，江苏省大学生交通科技大赛三等奖指导老师

2023年，全国大学生交通科技大赛三等奖指导老师