Supervisor of Doctorate Candidates
Supervisor of Master's Candidates
何毅,博士,教授,男,四川资阳人,本科毕业于中国海洋大学,获工学学士学位,硕士毕业于河海大学,获得国家公派留学资格,赴日本九州大学攻读博士学位。博士毕业后以人才引进方式到西南交通大学地学学院任副教授,现为地学学院教授、博士生导师。一直从事地质灾害成灾机理与防护、有限元计算、人工神经网络的地灾应用等方面的研究工作,发表论文五十余篇,其中SCI三十余篇,多篇文章发表在Geomorphology, Engineering Geology...details>
Education Level:PhD graduate
Degree:Doctor of engineering
Business Address:X4445
Gender:Male
Status:在岗
Alma Mater:九州大学
School/Department:地球科学与工程学院
Discipline: The Geotechnical Engineering
Disaster Prevention and Mitigation Works and Protection Works
Geological Engineering
Geological Resources and Geological Engineering
其他联系方式:
email:
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Research Focus
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Social Affiliations
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Education Experience
2012/10-2015/9 日本九州大学 |  土木与结构工程 |  Doctor of engineering |  PhD graduate 
2009/9-2012/6 河海大学 |  防灾减灾工程及防护工程 |  Master of engineering |  Master graduate 
2005/9-2009/6 中国海洋大学 |  环境工程 |  Bachelor of engineering |  Bachelor degree 
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Work Experience
2024/10-Now 地球科学与工程学院  | 教授 
2015/12-2024/9 地球科学与工程学院  | 副教授 
- 1.He, Y., Sun, J. B., Liu, J. Z., Guo, Y., Zhou, H. Z., & Yuan, R. (2025). A mechanic determination for steep slope in civil engineering based on tensile stress effects.Geomechanics and Geoengineering:1-13
- 2.He, Y., Li, Z., Ou, J., & Yuan, R. (2024). Random finite-element analysis of slope considering strength anisotropy and spatial variability of soil.Natural hazards review,25(2):04024010
- 3.Yuan, R., Jia, Z. P., Sun, J. B., Ou, J. L., Wang, W. F., He, Y(通讯作者)., & Jiang, J. H. (2024). Probabilistic Analysis of a Three-Dimensional Slope Based on Limit Analysis.Natural Hazards Review,25(4):04024043
- 4.He, Y., Yu, J., Yuan, R., & Nikitas, N. (2023). 3D modeling-based area-volume power-law relationships for incipient rotational slides.Geomorphology,441:108885
- 5.Cheng, Y., Wang, J., & He, Y(通讯作者). (2023). Prediction models of newmark sliding displacement of slopes using deep neural network and mixed-effect regression.Computers and Geotechnics,156:105264
- 6.Fang, Y., Cui, J., Wanatowski, D., Nikitas, N., Yuan, R., & He, Y(通讯作者). (2022). Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: A case study.Canadian Geotechnical Journal,59(3):424-440
