中南大学 linhang

Language : English

林杭

Home

Journal Publications

Research Projects

Books

Patents

Teaching

Honors and Awards

Recommended Ph.D.Supervisor
Recommended MA Supervisor

MOBILE Version

Journal Publications

Current position: Home > Journal Publications

[61]Lin H*, Sun PH, Chen YF, Zhu YY, Fan X, Zhao YL. Analytical and experimental analysis of the shear strength of bolted saw-tooth joints. European Journal of Environmental and Civil Engineering. 2022; 26:1639-53. doi:10.1080/19648189.2020.1726822.
[62]Xie S, Han Z*, Chen Y*, Wang Y, Zhao Y, Lin H. Constitutive modeling of rock materials considering the void compaction characteristics. Archives of Civil and Mechanical Engineering. 2022;22:60.doi:10.1007/s43452-022-00378-9.
[63]Chen Y, Lin H*, Li S*, Cao R, Yong W, Wang Y, Zhao Y (2022) Shear expression derivation and parameter evaluation of Hoek–Brown criterion. Archives of Civil and Mechanical Engineering 22 (2):77. doi:10.1007/s43452-022-00403-x.
[64]Yang H, Lin H*, Chen Y*, Wang Y, Zhao Y, Yong W, et al. Influence of wing crack propagation on the failure process and strength of fractured specimens. Bulletin of Engineering Geology and the Environment. 2022;81:71.doi:10.1007/s10064-021-02550-6.
[65]Xie S, Lin H*, Cheng C, Chen Y*, Wang Y, Zhao Y, et al. Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness. Computers and Geotechnics. 2022;143:104605.doi:https://doi.org/10.1016/j.compgeo.2021.104605.
[66]Yin X, Lin H*, Chen Y*, Tang Y, Wang Y, Zhao Y, et al. Stability Analysis of Slope Considering the Energy Evolution of Locked Segment. Geotechnical and Geological Engineering. 2021.doi:10.1007/s10706-021-01989-4.
[67]Tang Y, Lin H*, Wang Y, Zhao Y. Rock slope stability analysis considering the effect of locked section. Bulletin of Engineering Geology and the Environment. 2021. doi:10.1007/s10064-021-02366-4.
[68]Chen Y, Lin H*, Wang Y, Xie S, Zhao Y, Yong W. Statistical damage constitutive model based on the Hoek–Brown criterion. Archives of Civil and Mechanical Engineering. 2021;21:117.doi:10.1007/s43452-021-00270-y.
[69]Shijie Xie, Hang Lin*, Yifan Chen, Yixian Wang. A new nonlinear empirical strength criterion for rocks under conventional triaxial compression. Journal of Central South University, 2021, 28: 1448-1458.
[70]吐尔森哈力，林杭. 融合自注意力机制与深度学习的混凝土表面裂隙智能识别. 铁道科学与工程学报，2021,18(4): 844-852.
[71]Yang H, Lin H, Wang Y*, Cao R, Li J*, Zhao Y. Investigation of the correlation between crack propagation process and the peak strength for the specimen containing a single pre-existing flaw made of rock-like material. Archives of Civil and Mechanical Engineering. 2021;21(2):68. doi:10.1007/s43452-021-00175-w.
[72]Chen Y, Lin H*, Ding X, Xie S. Scale effect of shear mechanical properties of non-penetrating horizontal rock-like joints. Environmental Earth Sciences. 2021;80:192.doi:10.1007/s12665-021-09485-x.
[73]Fan X, Jiang X, Liu Y, Lin H*, Li K*, He Z. Local stress distribution and evolution surrounding flaw and opening within rock block under uniaxial compression. Theoretical and Applied Fracture Mechanics. 2021:102914. doi: https://doi.org/10.1016/j.tafmec.2021.102914.
[74]Zhang X, Lin H*, Wang Y, Zhao Y. Creep damage model of rock mass under multi-level creep load based on spatio-temporal evolution of deformation modulus. Archives of Civil and Mechanical Engineering. 2021;21:71.doi:10.1007/s43452-021-00224-4.
[75]Chen Y, Lin H*, Cao R, Zhang C. Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters. International Journal of Geomechanics. 2021;21:04020265.doi:doi:10.1061/(ASCE)GM.1943-5622.0001937.
[76]Zhang X, Lin H*, Wang Y, Yong R, Zhao Y, Du S. Damage evolution characteristics of saw-tooth joint under shear creep condition. International Journal of Damage Mechanics. 2021;30:1056789520974420.doi:10.1177/1056789520974420.
[77]Fan X, Jiang X, Liu Y, Lin H*, Li K*, He Z. Local stress distribution and evolution surrounding flaw and opening within rock block under uniaxial compression. Theoretical and Applied Fracture Mechanics. 2021:102914. doi: https://doi.org/10.1016/j.tafmec.2021.102914.
[78]Chen Y, Lin H*, Ding X, Xie S. Scale effect of shear mechanical properties of non-penetrating horizontal rock-like joints. Environmental Earth Sciences. 2021;80:192.doi:10.1007/s12665-021-09485-x.
[79]Yang H, Lin H, Wang Y*, Cao R, Li J*, Zhao Y. Investigation of the correlation between crack propagation process and the peak strength for the specimen containing a single pre-existing flaw made of rock-like material. Archives of Civil and Mechanical Engineering. 2021;21(2):68. doi:10.1007/s43452-021-00175-w.
[80]Zhang X, Lin H*, Wang Y, Zhao Y. Creep damage model of rock mass under multi-level creep load based on spatio-temporal evolution of deformation modulus. Archives of Civil and Mechanical Engineering. 2021;21:71.doi:10.1007/s43452-021-00224-4.

total98 4/5

first previous next last Page