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杨峰
个人简介

杨峰

博士、副教授、硕士生导师。2010年毕业于中南大学土木工程学院隧道工程系,获博士学位。主要从事隧道与地下工程围岩稳定性极限分析理论及数值计算、山岭隧道结构与施工力学行为、隧道结构缺陷与病害整治等方向的研究工作,擅长岩土与隧道工程相关计算力学理论推导、解析算法及程序开发。近年来,主持或参与完成多项自然基金及横向科研项目,以第一、通讯作者发表SCI、EI论文20余篇,出版专著1部。Email: yf5754@csu.edu.cn


学术成果
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1. Feng Yang, Xiangcou Zheng, Jian Zhang, Junsheng Yang. Upper bound analysis of stability of dual circular tunnels subjected to surcharge loading in cohesive-frictional soils. Tunnelling and Underground Space Technology. 2017. 61:150-160.(SCI,JCR1区,IF1.741)

2. Feng Yang, Xiangcou Zheng, Xinlei Sun, Lianheng Zhao. Upper-Bound Analysis of N γ and Failure Mechanisms of Multiple Equally Spaced Strip Footings[J]. International Journal of Geomechanics, 2017, 17(9).

3. Feng Yang, Xinlei Sun, Xiangcou Zheng, Junsheng Yang. Stability analysis of a deep buried elliptical tunnel in cohesive-frictional soil with a nonassociated flow rule. [J]. Canadian Geotechnical Journal, 2017, 54(6):736-741.

4. Feng Yang , Xiangcou Zheng, Lianheng Zhao, Yigao Tan. Ultimate Bearing Capacity of a Strip Footing Placed on Sand with a Rigid Basement. Computers and Geotechnics, 2016, 77:115-119. (SCI,JCR2区,IF 1.705)

5. Feng Yang, Jian Zhang, Liangheng Zhao, Junsheng Yang. Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil. KSCE Journal of Civil Engineering, 2016:1-10.(SCI,JCR3区,IF0.600)

6. Feng Yang, Jian Zhang, Junsheng Yang, Lianheng Zhao, Xiangcou Zheng. Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements. Tunnelling and Underground Space Technology. 2015, 50:13-22.(SCI,JCR1区,IF1.741)

7. Feng Yang, Junsheng Yang. Stability of Shallow Tunnel Using Rigid Blocks and Finite-Element Upper Bound Solutions. International Journal of Geomechanics (ASCE). 2010, 10(6):242-247.(SCI,JCR2区,IF1.387)

8. Jian Zhang, Feng Yang, Junsheng Yang, Fanxuan Zun. Upper-bound stability analysis of dual unlined elliptical tunnels in cohesive-frictional soils. Computers and Geotechnics, 2016, 80:283-289. (SCI,第二作者,JCR2区,IF 1.705)

9. Jian Zhang, Junsheng Yang, Feng Yang*, Zhang Xuemin, Zheng Xiangcou. Upper bound solution for the stability number Nr of an elliptical tunnel in cohesionless soils. International Journal of Geomechanics, 2016. DOI: 10.1061/(ASCE)GM.1943-5622.0000689. (SCI,通讯作者,JCR2区,IF 1.387)

10. Lianheng Zhao, Feng Yang*, Yingbin Zhang, Hancheng Dan, Weizheng Liu. Effects of shear strength reduction strategies on safety factor of homogeneous slope. Computers and Geotechnics. 2015, 63:215-228.(SCI, 通讯作者,JCR2区,IF1.705)

11. Yongxing Zhang, Junsheng Yang, Feng Yang*. Field investigation and numerical analysis of landslide induced by tunneling. Engineering Failure Analysis. 2014, 47:25-33.(SCI,通讯作者,JCR2区,IF1.358)

12. Lianheng Zhao, Feng Yang*, Hancheng Dan. The influence of horizontal confinement on the bearing capacity factor Nγ of smooth strip footing. Computers and Geotechnics. 2014, 61(7):127-131.(SCI,通讯作者,JCR2区,IF 1.705)

13. Lian-heng Zhao, Feng Yang*. Construction of improved rigid blocks failure mechanism for ultimate bearing capacity calculation based on slip-line field theory. Journal of Central South University, 2013, 20(20):1047-1057.(SCI,通讯作者,JCR3区,IF 0.562)

14. Zhao Lian-heng, Gao Yue-yue, Yang Feng, Huang Fu. Finite Element Upper Bound Stability Analysis for Railway Embankment Slope under Rainfall Infiltration Conditions. Electronic Journal of Geotechnical Engineering, 2012, 17: 1991-2001.

15. Zhao Lian-heng, Li Liang, Yang Feng, Liu Xiang. Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method. International Journal of Geomechanics, ASCE, 2011, 11(3): 195-201.

16. Zhao Lian-heng, Li Liang, Yang Feng, Luo Qiang. Upper bound analysis of slope stability with nonlinear failure criterion based on strength reduction technique. Journal of Central South University of Technology, 2010, 17(4): 836-844.

17. Zhang J, Feng T, Yang J, Yang F, et al. Upper-bound stability analysis of dual unlined horseshoe-shaped tunnels subjected to gravity[J]. Computers & Geotechnics, 2018, 97:103-110.

18. 杨峰,郑响凑,赵炼恒,石杰红,阳军生. 地表超载作用下隧道失稳破坏的上限有限元分析. 岩土力学,2015, 36(S2): 695-701

19. 杨峰,阳军生,赵炼恒. 浅埋隧道掌子面稳定性二维自适应上限有限元分析.岩土力学, 2015, 36(1): 257-264

20. 杨峰, 阳军生. 用于上限有限元的非结构化网格重划加密方法研究. 中南大学学报(自然科学版). 2014(10):3571-3577.

21. 杨峰, 赵炼恒, 张箭, 阳军生. 基于刚体平动运动单元的上限有限元研究. 岩土力学. 2014. 35(6): 1782-1786.

22. 杨峰, 阳军生. 一种二阶锥线性化方法在上限有限元中的应用研究, 岩土力学, 2013, 34(2):593-599.

23. 杨峰, 阳军生, 李昌友, 张箭. 基于六节点三角形单元和线性规划模型的上限有限元研究, 岩石力学与工程学报, 2012, 31(12):2556-2563.

24. 杨峰, 阳军生, 张学民. 基于线性规划模型的极限分析上限有限元的实现, 岩土力学, 2011, 32(3):914-921.

25. 杨峰, 阳军生, 张学民, 赵炼恒. 黏土不排水条件下浅埋隧道稳定性上限有限元分析, 岩石力学与工程学报, 2010, 29(s2):3952-3959.

26. 杨峰, 阳军生, 张学民, 赵炼恒. 斜坡地基单侧滑移破坏模式及承载力上限解. 工程力学, 2010, 27(6):162-168.

27. 杨峰,赵炼恒,阳军生. 各向异性和非均质黏土粗糙地基承载力上限计算. 岩土力学, 2010, 31(9): 2958-2966

28. 刘辉, 杨峰, 阳军生. 空洞上方浅基础地基破坏模式与极限承载力分析. 岩土力学, 2010, 31(11): 3373-3378.(通讯作者)

29. 张箭, 杨峰, 刘志, 阳军生. 浅覆盾构隧道开挖面挤出刚性锥体破坏模式极限分析. 岩土工程学报. 2014(7):1344-1349.(通讯作者)

30. 赵炼恒, 罗 强, 李亮, 杨峰. 基于失稳状态耗能最小原理的预应力锚索加固边坡稳定性上限解析. 岩土力学, 2013,34(2):426-432.

31. 石钰锋, 阳军生, 杨峰, 唐鹏. 软弱围岩大断面隧道相向施工围岩稳定性分析与掌子面加固研究. 公路交通科技, 2013,30(5): 82–88.

32. 周森, 张学民, 杨峰, 罗强, 龙万学. 浅埋软弱围岩隧道掌子面失稳破坏模式研究. 公路交通科技(应用技术版), 2013,11:291–294.

1. 王树英, 阳军生, 杨峰, 张学民, 周海英, 邹家鸿, 肖小文. 一种现场直剪流变试验方法及其装置. 国家发明专利, 201210374780.7

1. 杨峰, 阳军生, 赵炼恒, 张箭. 隧道围岩稳定性极限分析上限有限元法与应用, 科学出版社, 2015年3月(ISBN: 9787030438157)