田洪铭--中国科学院武汉岩土力学研究所

田洪铭

个人信息Personal Information

性别： 男

职称： 研究员

职务：

学历： 博士研究生

电话：

传真：

电子邮件： hmtian@whrsm.ac.cn

通讯地址：

湖北省武汉市武昌区水果湖街小洪山2号

简历Personal Profile

2003/9-2007/7，山东大学，土木工程，学士

2007/9-2012/7，中国科学院武汉岩土力学研究所，岩土工程，硕/博

2012/7-2016/12，中国科学院武汉岩土力学研究所，助理研究员

2016/12-至今，中国科学院武汉岩土力学研究所，副研究员

研究方向Research Focus
社会任职Social Service
承担科研项目情况Undertaking Research Projects

极端环境下软岩地下工程大变形灾变机理与控制技术：多场耦合条件下层状软岩时效渐进破坏机理的理论和仿真方法，极端环境下软岩隧道大变形预测理论与方法，软岩隧道长期变形韧性防控技术等

湖北省地下工程学会，副秘书长；中国岩石力学与工程学会地下工程分会，理事

国家自然科学基金面上项目：薄层软岩各向异性流变机理及锚固时效特性研究

国家重点研发“川藏重点专项”子题：隧道复杂地质体工程扰动响应规律研究

武汉市知识创新项目: 隧道变形巡测机器人的研发与应用

企业委托项目：20公里级高速公路山岭隧道建设与运营关键技术

代表论著Representative Treatises
获奖及荣誉Awards and Honors

[1]Tian HM, Chen WZ, Tan XJ, et al. Investigating polymeric foam materials as compressible layer for tunnelling in squeezing ground conditions[J]. Tunnelling and underground space technology, 2022(Apr.):122.

[2]Tian HM, Chen Weizhong et al. Numerical investigation of the influence of the yield stress of the yielding element on the behaviour of the shotcrete liner for yielding support，Tunnelling and Underground Space Technology, 2018.3.1, 73: 179~186

[3]Tian HM, Chen W Z, Tan X , et al. Failure of rigid support and yielding support solution in large deformation tunnels: A case study[J]. Engineering failure analysis, 2022:140.

[4]Tian, H.M, Chen, W., Tan, X. et al. Quantitative analysis of the influence of bedding planes on the deformation of layered carbonaceous slate around tunnel. Bull Eng Geol Environ 82, 10 (2023).

[5]Tian Y , Chen W Z* , Tian H M* , et al. Parameter design of yielding layers for squeezing tunnels[J]. Tunnelling and Underground Space Technology, 2020, 108:103694

[6]Tian Y, Chen W Z* , Tian H M*，et al. Analytical Model of Layered Rock Considering Its Time-dependent Behavior, Rock Mechanics and Rock Engineering，2021，54:5937–5944

[7]Tian H M, Tian Y, Chen W Z, Tan X J. Design of the yielding support used highly deformable elements for a tunnel excavated in squeezing rock. Journal of mountain science，2023

[8]Tian H M, Chen W Z. Energy release analysis of a severe rock burst in headrace tunnel crossing a tectonic stress zone, Shock and vibration, 2018

[9]Tian H M, Xu ZC, Chen W Z. Strength degradation of argillaceous sandstone induced by relaxation behaviour, Materials letters,2023

[10]Zhang ZY, Tian HM*, Chen WZ. Experimental study on the availability of polyurethane foam used as compressible layers in subsea tunnels, Journal of applied polymer science,2023

[11]Tian H M, Chen Weizhong et al. Relaxation behavior of argillaceous sandstone under high confining pressure，International Journal of Rock Mechanics & Mining Sciences, 2016, 88:151-156

[12]田洪铭,舒晓云,陈卫忠等. 泥岩大变形隧洞缓冲层让压支护应用研究 [J]. 岩石力学与工程学报, 2023, 42: 4121-4129.

[13]舒晓云,田洪铭,陈卫忠等. 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, 42: 4204-4215.

[14]地下工程支护结构缓冲层设计与施工技术规范, 中国岩石力学与工程学会团体标准,

[15]一种用于薄层状软岩大变形预测方法 .专利号：ZL 2020 1 0746670.3

[16]一种适用于大变形隧道的初衬方法及结构.专利号：ZL 2018 1 0512283.6

2016年，湖北省科技进步一等奖“地下工程软岩挤压大变形机理与控制技术” （排名3）
2022年，中国仪器仪表学会科学技术进步二等奖“复杂环境下软岩多场耦合关键测试技术及应用”（排名8）

研究方向Research Focus

极端环境下软岩地下工程大变形灾变机理与控制技术：多场耦合条件下层状软岩时效渐进破坏机理的理论和仿真方法，极端环境下软岩隧道大变形预测理论与方法，软岩隧道长期变形韧性防控技术等

社会任职Social Service

湖北省地下工程学会，副秘书长；中国岩石力学与工程学会地下工程分会，理事

承担科研项目情况Undertaking Research Projects

国家自然科学基金面上项目：薄层软岩各向异性流变机理及锚固时效特性研究

国家重点研发“川藏重点专项”子题：隧道复杂地质体工程扰动响应规律研究

武汉市知识创新项目: 隧道变形巡测机器人的研发与应用

企业委托项目：20公里级高速公路山岭隧道建设与运营关键技术

代表论著Representative Treatises

[1]Tian HM, Chen WZ, Tan XJ, et al. Investigating polymeric foam materials as compressible layer for tunnelling in squeezing ground conditions[J]. Tunnelling and underground space technology, 2022(Apr.):122.

[2]Tian HM, Chen Weizhong et al. Numerical investigation of the influence of the yield stress of the yielding element on the behaviour of the shotcrete liner for yielding support，Tunnelling and Underground Space Technology, 2018.3.1, 73: 179~186

[3]Tian HM, Chen W Z, Tan X , et al. Failure of rigid support and yielding support solution in large deformation tunnels: A case study[J]. Engineering failure analysis, 2022:140.

[4]Tian, H.M, Chen, W., Tan, X. et al. Quantitative analysis of the influence of bedding planes on the deformation of layered carbonaceous slate around tunnel. Bull Eng Geol Environ 82, 10 (2023).

[5]Tian Y , Chen W Z* , Tian H M* , et al. Parameter design of yielding layers for squeezing tunnels[J]. Tunnelling and Underground Space Technology, 2020, 108:103694

[6]Tian Y, Chen W Z* , Tian H M*，et al. Analytical Model of Layered Rock Considering Its Time-dependent Behavior, Rock Mechanics and Rock Engineering，2021，54:5937–5944

[7]Tian H M, Tian Y, Chen W Z, Tan X J. Design of the yielding support used highly deformable elements for a tunnel excavated in squeezing rock. Journal of mountain science，2023

[8]Tian H M, Chen W Z. Energy release analysis of a severe rock burst in headrace tunnel crossing a tectonic stress zone, Shock and vibration, 2018

[9]Tian H M, Xu ZC, Chen W Z. Strength degradation of argillaceous sandstone induced by relaxation behaviour, Materials letters,2023

[10]Zhang ZY, Tian HM*, Chen WZ. Experimental study on the availability of polyurethane foam used as compressible layers in subsea tunnels, Journal of applied polymer science,2023

[11]Tian H M, Chen Weizhong et al. Relaxation behavior of argillaceous sandstone under high confining pressure，International Journal of Rock Mechanics & Mining Sciences, 2016, 88:151-156

[12]田洪铭,舒晓云,陈卫忠等. 泥岩大变形隧洞缓冲层让压支护应用研究 [J]. 岩石力学与工程学报, 2023, 42: 4121-4129.

[13]舒晓云,田洪铭,陈卫忠等. 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, 42: 4204-4215.

[14]地下工程支护结构缓冲层设计与施工技术规范, 中国岩石力学与工程学会团体标准,

[15]一种用于薄层状软岩大变形预测方法 .专利号：ZL 2020 1 0746670.3

[16]一种适用于大变形隧道的初衬方法及结构.专利号：ZL 2018 1 0512283.6

获奖及荣誉Awards and Honors

2016年，湖北省科技进步一等奖“地下工程软岩挤压大变形机理与控制技术” （排名3）

2022年，中国仪器仪表学会科学技术进步二等奖“复杂环境下软岩多场耦合关键测试技术及应用”（排名8）

薛强

陆凯阳

安骏勇

吴青丽

葛修润

杨春和