![](/__local/8/53/50/23E06A0AB970319ABC71B3C7532_85B530C0_22A86.png)
基本情况/Personal Information
姓名:田云(Tian Yun)
职称:讲师
出生年月:1992年6月
专业领域:岩土工程、隧道及地下工程
联系地址:浙江省绍兴市环城西路508号
邮编:312000
联系电话:15925884904
E-mail:tianyun16@mails.ucas.ac.cn,tianyun_2016@163.com
研究方向/Research Direction
1、岩土工程室内试验与数值模拟研究
2、层状软岩各向异性蠕变的宏细观机理研究
3、软岩隧道大变形预测及控制技术研究
4、新型缓冲材料让压支护机理研究
教育背景/Education Background
2016/09-2021/06中国科学院武汉岩土力学研究所 岩土工程专业 硕博连读
2012/09-2016/06山东科技大学 土木工程与建筑学院 城市地下空间工程专业 本科
工作经历/Work Experience
2021/08-至今,澳门新葡萄新京威尼斯,澳门新葡萄新京威尼斯,讲师
2022/03-至今,河南理工大学,资源环境学院,博后
科研项目/Research Project
(1)国家自然科学基金委员会,青年科学基金项目, 42207199,层状软岩细观蠕变机理及其对隧道非对称大变形的影响, 2023-01-01至2025-12-31, 30万元,在研,主持
(2)新型缓冲材料在软岩隧道让压支护中的变形机理研究,浙江省博士后科研项目择优资助,5万元,ZJ2022155,在研,主持
(3)国家自然科学基金委员会,面上项目, 52179116,特殊软弱地层海底隧道支护结构长期性能演化机理及稳定性评价, 2022-01-01至2025-12-31, 58万元,在研,参与
(4)国家自然科学基金委员会,面上项目, 51979266,辐射及热作用下粘土岩物理力学响应研究, 2020-01-01至2023-12-31, 61万元,在研,参与
期刊论文/Papers
Tian Yun, Chen Weizhong, Tian Hongming, et al. Analytical model of layered rock considering its time-dependent behavior[J]. Rock Mechanics and Rock Engineering,2021:1-8.(SCI,中科院2区,IF=6.730)
Tian Yun, Chen Weizhong, Tian Hongming, et al. Parameter design of yielding layers for squeezing tunnels[J]. Tunnelling and Underground Space Technology, 2021, 108:103694.(SCI,中科院1区,IF=5.915)
田云,陈卫忠,田洪铭,等.考虑软岩强度时效弱化的缓冲层让压支护设计研究[J].岩土力学, 2020 (S1).(EI,IF=2.238)
陈卫忠*,田云,田洪铭,等.基于修正[BQ]值的软岩隧道挤压变形预测[J].岩土力学, 2019, 40(8):3125-3134.(EI,IF=2.238)
Tian Y, Shu X, Tian H, et al. Effect of horizontal stress on the mesoscopic deformation and failure mechanism of layered surrounding rock masses in tunnels[J]. Engineering Failure Analysis, 2023: 107226.(SCI,中科院2区,IF=3.634)
Tian HM,Tian Y*, Chen WZ*. (2023) Design of the yielding support used highly deformable elements for a tunnel excavated in squeezing rock. Journal of Mountain Science, 1-12.https://doi.org/10.1007/s11629-022-7660-7(SCI,中科院3区,IF=2.371)
Tian Y, Wu FQ, Tian HM, Li Z, Shu XY, He LK, Huang M, Chen WZ. (2023) Anisotropic creep behavior of soft-hard interbedded rock masses based on 3D printing and digital imaging correlation technology. Journal of Mountain Science 20(4).https://doi.org/10.1007/s11629-022-7695-9(SCI,中科院3区,IF=2.371)
Ren Weitao, Qiang Sihan, Wang Xuehai,Tian Yun*,Li Zhe. Analysis of deformation characteristics of a tunnel in layered soft rocks with considering the effect of bedding[J]. IOP Conference Series: Earth and Environmental Science, 2020, 570(5):052073 (14pp)(EI,IF=2.784)
Tian Hongming, Chen Weizhong, Tan Xianjun,Tian Yun, Zhang Ning. Investigating polymeric foam materials as compressible layer for tunnelling in squeezing ground conditions[J]. Tunnelling and Underground Space Technology, 2022, 122, 104391.(SCI,中科院1区,IF=5.915)
Tian H, Chen W, Tan X,Y Tian, Z Xu. Quantitative analysis of the influence of bedding planes on the deformation of layered carbonaceous slate around tunnel[J]. Bulletin of Engineering Geology and the Environment, 2023, 82(1): 10.(SCI,中科院3区,IF=4.130)
Tian H, Shu X, Chen W, X Tan,Y Tian. Effect of structural anisotropy on compressive creep behavior of composite rock based on digital image correlation[J]. 2022.
Zhu ZD, Shu XY, Li Z, Tian HM,Tian Y*. (2022) Stress analysis of full-length grouted bolt under shear deformation of the anchor interface. Journal of Mountain Science 19(11).https://doi.orgk/10.1007/s11629-022-7566-4(通讯作者)(SCI,中科院3区,IF=2.371)
陈卫忠,隋群,王鲁瑀,解佩瑶,田云.岩石节理面应力–渗流耦合剪切流变试验系统的研制与应用[J].岩石力学与工程学报, 2021,40(09):1729-1738.
朱珍德,舒晓云,陈卫忠,宋广骞,田洪铭,田云.考虑锚固支护对层面剪切特性影响的隧道变形破坏特征[J].中南大学学报(自然科学版),2023,54(03):895-907.
舒晓云,朱珍德,陈卫忠,郭长宝,田洪铭,田云,李喆.不同水平应力条件下层状软岩隧道开挖变形破坏模型试验研究[J].岩石力学与工程学报, 2023.
国家发明专利/Patents
(1)田云,陈卫忠,田洪铭,冯涛,王栋,谭贤君,李喆.一种基于3DP砂型砂芯技术的层状软岩制备方法.国家知识产权局,发明专利:202010439361.1
(2)伍国军,陈卫忠,谭贤君,田云,王学海.一种用于隧道缓冲支护的聚氨酯大变形数值模拟方法,国家知识产权局,发明专利:202011584282.6