Personal Information
杨峰，男，1981年生，工学博士，副教授，硕士生导师。2010年中南大学获博士学位，主要从事隧道稳定性分析理论与数值计算方法、矿山法隧道围岩与结构施工力学行为分析与工程优化、隧道缺陷与病害整治技术等方面的研究工作，具有高速公路隧道、电缆隧道、运营铁路隧道衬砌裂损加固等方面的设计经历，全程参与十余座高速公路隧道建设期技术方案咨询工作。近年来，主持国家自然基金项目1项，参与5项；主持横向课题3项，参与10余项。发表SCI/EI期刊学术论文30余篇，其中一作/通讯SCI检索论文14篇。作为一作完成专著1部。获省科技进步二等奖和三等奖以及交通运输协会一等奖各1项。2018年获中南大学优秀硕士学位论文指导教师奖。目前主要讲授本科生《隧道工程》、《岩体力学》、《爆破工程》、《土木工程计算机软件应用》以及研究生《隧道检测与加固》等专业课程。
论文成果：
[1]Feng Yang, Xiangcou Zheng, Lianheng Zhao*, Yigao Tan. Upper Bound Analysis of the Effect of Footing Roughness on Nγ and the Failure Mechanism of a Strip Footing. Iranian Journal of Science and Technology-Transactions of Civil Engineering. 2018. https://doi.org/10.1007/s40996-018-0179-z
[2]Yang F, Sun XL, Zou JH, Zheng XC*.Analysis of an elliptical tunnel affected by surcharge loading. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering.2018. https://doi.org/10.1680/jgeen.16.00122
[3]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.
[4]Yang F, Zheng XC, Sun XL, Zhao LH*. Upper-Bound Analysis of Nγ and Failure Mechanisms of Multiple Equally Spaced Strip Footings. International Journal of Geomechanics, 2017, 17(9).
[5]Yang F*, Sun XL, Zheng XC, Yang JS*. Stability analysis of a deep buried elliptical tunnel in cohesive–frictional soils with a nonassociated flow rule. Canadian Geotechnical Journal, 2016, 54(6):736-741.
[6]Yang F, Zheng XC, Zhao LH*, Tan YG. Ultimate Bearing Capacity of a Strip Footing Placed on Sand with a Rigid Basement. Computers and Geotechnics, 2016, 77:115-119.
[7]Yang F, Zhang J, Zhao LH*, Yang JS. Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil. KSCE Journal of Civil Engineering, 2016:2270-2279.
[8]Yang F, Zhang J*, Yang JS, Zhao LH, Zheng LH Zheng XC. 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.
[9]Yang F, Yang JS*. Stability of Shallow Tunnel Using Rigid Blocks and Finite-Element Upper Bound Solutions. International Journal of Geomechanics (ASCE). 2010, 10(6):242-247.
[10]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, 2017(17) : 060160111-18.
[11]Zhao LH, Yang F*, Zhang YB, Dan HC, Liu WZ. Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion[J]. Computers and Geotechnics, 2015, 63:215-228.
[12]Yongxing Zhang, Junsheng Yang, Feng Yang*. Field investigation and numerical analysis of landslide induced by tunneling. Engineering Failure Analysis. 2014, 47:25-33.
[13]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.
[14]Lianheng 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.
