[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
