The change of rock mass pressure of Lianchengshan tunnel

Based on Lianchengshan tunnel, the changing of rock mass pressure with deformation, time and distance from the excavation face is analyzed by means of field monitoring and numerical simulation, and the main conclusions are as follows: (1) When the deformation increases rapidly, the rock mass pressur...

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Veröffentlicht in:	Environmental earth sciences 2020-05, Vol.79 (9), Article 192
Hauptverfasser:	Chen, Jianxun, Luo, Yanbin, Li, Yao, Zhao, Pengyu, Xu, Dao, Wang, Qingsong
Format:	Artikel
Sprache:	eng
Schlagworte:	Biogeosciences Computer simulation Construction Deformation Dredging Earth and Environmental Science Earth Sciences Environmental Science and Engineering Excavation Geochemistry Geology Hydrology/Water Resources Mathematical models Numerical simulations Original Article Pressure Rock masses Rocks Terrestrial Pollution Tunnels Weights & measures
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