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Analysis on Surrounding Rock Deformation of Shallowly-Buried Portal Part of Double-Line Tunnel
Through studying the ground surface settlement monitoring for Fang Dou Shan highway tunnel Shallowly-buried Portal Part, this paper mainly discusses the deformation of surrounding rock range from ground surface to the arch crown of double-line tunnel, and analyses the effect on stability of surrounding rock during construction, with the whole process of excavation of highway tunnel being simulated by FLAC_3D. It can make great significance for construction safety and some other related parts.
Analysis on Surrounding Rock Deformation of Shallowly-Buried Portal Part of Double-Line Tunnel
Through studying the ground surface settlement monitoring for Fang Dou Shan highway tunnel Shallowly-buried Portal Part, this paper mainly discusses the deformation of surrounding rock range from ground surface to the arch crown of double-line tunnel, and analyses the effect on stability of surrounding rock during construction, with the whole process of excavation of highway tunnel being simulated by FLAC_3D. It can make great significance for construction safety and some other related parts.
Analysis on Surrounding Rock Deformation of Shallowly-Buried Portal Part of Double-Line Tunnel
Advanced Materials Research ; 250-253 ; 1418-1421
2011-05-17
4 pages
Article (Journal)
Electronic Resource
English
Analysis on Surrounding Rock Deformation of Shallowly-Buried Portal Part of Double-Line Tunnel
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