肖尧

作者: 时间:2023-02-23 点击数:

姓名(加全拼):肖尧( Xiao Yao

职称: 讲师

职务:

导师类别:硕士生导师

科研方向:岩溶区桩基、隧道稳定性分析、有限元极限分析法

个人简介(300字内):主要从事岩土结构的有限元极限分析及其工程应用研究。目前,以第一作者/通讯作者在Tunnelling and Underground Space Technology, Computers and Geotechnics, Earthquake Spectra, International Journal of Geomechnics等国际主流SCI期刊发表论文12篇,累计影响因子45.266 H因子11。主持国家自然科学基金1项,省部级项目2项。

个人主页:https://www.researchgate.net/profile/Yao-Xiao-104?ev=hdr_xprf

招生学院:土木与交通工程学院

联系方式:yao_xiao@gdut.edu.cn

学科领域:土木工程领域市政工程学科,对应招生专业包括(0814)土木工程,(0859)土木水利,(1256)工程管理硕士

教育背景:

湖南大学,岩土工程,博士(直博)2014.09-2019.06,导师:赵明华教授

湖南大学,土木工程,学士(本硕班)2010.09-2014.06

学术兼职:Acta geotechnica, International Journal of Rock Mechanics and Rock Engineering, Computers and Geotechnics等国际主流期刊审稿人。

工作经历:

湖南大学,交通运输工程,博士后,2019.09-2021.09

主讲课程:基础工程,建筑CADBIM技术

主要论文:

1. 第一作者. Stability of dual square tunnels in rock masses subjected to surcharge loading. Tunnelling and Underground Space Technology, 2019, 92: 103037. (SCI, IF=6.407, 中科院1top期刊)

2. 第一作者. Undrained stability of strip footing above voids in two-layered clays by finite element limit analysis. Computers and Geotechnics, 2018, 97: 124-133. (SCI收录, IF=5.218, 中科院2)

3. 第一作者. Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. Computers and Geotechnics, 2019, 112: 23-34. (SCI收录, IF=5.218, 中科院2)

4. 第一作者. Seismic bearing capacity for strip footings above voids in cohesive-frictional soils. Earthquake Sectra, 2023, 39(7):875529302211411. (SCI收录, IF=4.208, 中科院2)

5. 通讯作者. Stability of dual circular tunnels in a rock mass subjected to surcharge loading. Computers and Geotechnics, 2019, 108:257-268. (SCI收录, IF=5.218, 中科院2)

6. 通讯作者. Seismic bearing capacity for strip footings placed near c-ϕ soil slopes. Soil Dynamics and Earthquake Engineering. 2020, 136:106221. (SCI收录, IF=4.25, 中科院2, 通讯作者)

7. 通讯作者. Seismic bearing capacity for strip footings on undrained clay with voids. Journal of Earthquake Engineering, 2020, DOI: 10.1080/13632469.2020.1851316. (SCI收录, IF=2.997, 中科院3)

8. 第一作者. Finite element limit analysis of the bearing capacity of strip footing on a rock mass with voids. International Journal of Geomechanics, ASCE, 2018, 18(9): 04018108. (SCI 收录, IF=3.918, 中科院3)

9. 第一作者. Undrained bearing capacity of strip footings placed adjacent to two-layered slopes. International Journal of Geomechanics, ASCE, 2019, 19(8), 06019014. (SCI收录, IF=3.918, 中科院3)

10. 第一作者. Stability of unlined rectangular tunnels in rock masses subjected to surcharge loading. International Journal of Geomechanics. ASCE, 2021,0001884. (SCI 收录, IF=3.918, 中科院3)

11. 通讯作者. Bearing capacity of ring foundations on sand overlying clay. Applied Sciences, 2020, 10(13), 1-17. (SCI收录, IF=2.474, 中科院4)

12. 第一作者. Numerical study on bearing capacity of ring foundations for storage tanks on a rock mass. Arabian Journal of Geosciences, 2021.

科研项目:

多溶洞地层中基桩承载机理及设计计算方法研究 (No. 52108316), 国家自然科学基金青年项目,30万元,2022.01-2024.12, 主持

岩溶区桥梁双桩基础竖向承载机理及设计计算方法研究 (No. 2023A1515011684), 广东省自然科学基金面上项目,10万元,2023.01-2025.12,主持

岩溶区路基破坏模式及承载力计算方法研究, 广州市基础与应用基础一般项目,5万元,2023.01-2025.12,主持


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