Study on Treatment Measures for Large Deformation of Primary Support of Kalumoqi Tunnel
任永强1, 乔雄2, 刘文高2, 倪伟淋2, 黄锦聪2
1. Gansu Yuanda Road Industry Group Co., Ltd., Lanzhou Gansu 730050, China;
2. School of Civil Engineering, Lanzhou University of Technology, Lanzhou Gansu 730050, China
Study on Treatment Measures for Large Deformation of Primary Support of Kalumoqi Tunnel
REN Yong-qiang1, QIAO Xiong2, LIU Wen-gao2, NI Wei-lin2, HUANG Jin-cong2
1. Gansu Yuanda Road Industry Group Co., Ltd., Lanzhou Gansu 730050, China;
2. School of Civil Engineering, Lanzhou University of Technology, Lanzhou Gansu 730050, China
摘要The deformation of primary support is one of the difficult problems often encountered in the excavation of deep lying soft rock tunnel. Be directed against the problems of the large deformation of primary support, the cracking of lining and the sinking of vault in Kalumoqi tunnel that is being built, the classification of surrounding rock and deformation monitoring are carried out, and the causes of the disease are analyzed.On this basis, the measures for changing the supporting parameters are proposed. The finite element software is used to verify the supporting effect of the changed parameters by numerical simulation, and the construction effect is evaluated by on-site monitoring. The results show that: (1) the part of vault is peeling and cracking phenomenon of sprayed concrete when disease occurs, and deformation of parts has obviously sustained growth, the deformation velocity value is larger, longitudinal connecting steel bar and steel arch shelf of primary support has appeared strong tensile deformation, steel arch shelf of primary support at the arch foot has broken, and the deformation of the primary support of the tunnel is larger, it shows a extruded deformation as a whole. The convergence value and rate at the arch foot are greater than those at the arch top, and the maximum convergence value of the arch foot is 50 mm, and the maximum convergence rate is 29 mm/d. The convergence of the arch foot has a sudden change, and the deformation shows a trend of continuous increase.(2) The numerical simulation results show that the displacement of subsidence of the sinking of vault, the arch waist and the arch foot decreases by 80%, 90.8% and 96.2%, respectively, compared with the original support parameters. The changed SVa support parameters produce less displacement deformation, and the deformation at the vault, the arch waist and the arch foot all meet the requirements of the design code,it can ensure the safety of tunnel construction and the stability of the structure. (3) By comparing the numerical simulation with the field that measured data after the parameter changes, it is found that sinking of vault, the convergence of the arch waist and the displacement of the arch foot is significantly reduced, the problem of the large deformation of the primary support is solved, the overall deformation of the surrounding rock tends to be stable, and the shape of all the supporting forms of the tunnel is intact without obvious damage phenomenon.
Abstract：The deformation of primary support is one of the difficult problems often encountered in the excavation of deep lying soft rock tunnel. Be directed against the problems of the large deformation of primary support, the cracking of lining and the sinking of vault in Kalumoqi tunnel that is being built, the classification of surrounding rock and deformation monitoring are carried out, and the causes of the disease are analyzed.On this basis, the measures for changing the supporting parameters are proposed. The finite element software is used to verify the supporting effect of the changed parameters by numerical simulation, and the construction effect is evaluated by on-site monitoring. The results show that: (1) the part of vault is peeling and cracking phenomenon of sprayed concrete when disease occurs, and deformation of parts has obviously sustained growth, the deformation velocity value is larger, longitudinal connecting steel bar and steel arch shelf of primary support has appeared strong tensile deformation, steel arch shelf of primary support at the arch foot has broken, and the deformation of the primary support of the tunnel is larger, it shows a extruded deformation as a whole. The convergence value and rate at the arch foot are greater than those at the arch top, and the maximum convergence value of the arch foot is 50 mm, and the maximum convergence rate is 29 mm/d. The convergence of the arch foot has a sudden change, and the deformation shows a trend of continuous increase.(2) The numerical simulation results show that the displacement of subsidence of the sinking of vault, the arch waist and the arch foot decreases by 80%, 90.8% and 96.2%, respectively, compared with the original support parameters. The changed SVa support parameters produce less displacement deformation, and the deformation at the vault, the arch waist and the arch foot all meet the requirements of the design code,it can ensure the safety of tunnel construction and the stability of the structure. (3) By comparing the numerical simulation with the field that measured data after the parameter changes, it is found that sinking of vault, the convergence of the arch waist and the displacement of the arch foot is significantly reduced, the problem of the large deformation of the primary support is solved, the overall deformation of the surrounding rock tends to be stable, and the shape of all the supporting forms of the tunnel is intact without obvious damage phenomenon.
基金资助:Supported by the Supported by the Regional Science Foundation of National Natural Science Foundation of China (No.51768041)
通讯作者:
REN Yong-qiang
引用本文:
任永强, 乔雄, 刘文高, 倪伟淋, 黄锦聪. Study on Treatment Measures for Large Deformation of Primary Support of Kalumoqi Tunnel[J]. Journal of Highway and Transportation Research and Development, 2022, 16(3): 41-51.
REN Yong-qiang, QIAO Xiong, LIU Wen-gao, NI Wei-lin, HUANG Jin-cong. Study on Treatment Measures for Large Deformation of Primary Support of Kalumoqi Tunnel. Journal of Highway and Transportation Research and Development, 2022, 16(3): 41-51.
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2022, Vol. 16 
