DocumentCode :
3170954
Title :
Supporting and controlling rock deformation mechanism of pipe roof in Dawangding shallow tunnel
Author :
Tao, Liu ; Bin, Hu ; Jian, Shi ; Xiaoqing, Li
Author_Institution :
Inst. of Civil Eng. & Mech., Huazhong Univ. of Sci. & Technol., Wuhan, China
fYear :
2011
fDate :
16-18 April 2011
Firstpage :
3641
Lastpage :
3644
Abstract :
Pipe roof advance support technology in the shallow tunnels construction has been used widely in preventing tunnel collapse, controlling surrounding rock deformation. Currently, the computational theory about pipe roof supporting effect is still not perfect; design procedures also did not make clear regulation. Based on Dawangding tunnel engineering, citing elastic foundation model, the stress characteristics in different construction stages of pipe roofs and surrounding rock were analyzed, and the effect which pipe roofs limit rock deformation was researched by using numerical simulation, through displacement and stress curves, research shows that pipe roof supporting function mainly reflects in controlling rock initial deformation, adjusting stress distribution of surrounding rock, uniforming vaults settlement The both sides of the arch feet deformation in tunnel construction should be closely monitored to prevent local damage.
Keywords :
construction; elastic deformation; geotechnical engineering; numerical analysis; pipes; rocks; roofs; tunnels; Dawangding shallow tunnel; Dawangding tunnel engineering; construction stages; design procedures; elastic foundation model; numerical simulation; pipe roof; stress characteristics; stress distribution; surrounding rock deformation; tunnel collapse; vaults; Building materials; Monitoring; Rocks; Soil; Strain; Stress; Tunneling; Elastic Foundation Model; Pipe Roof; Shallow Tunnels; Supporting Effect; Surrounding Rock Deformation;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location :
XianNing
Print_ISBN :
978-1-61284-458-9
Type :
conf
DOI :
10.1109/CECNET.2011.5769398
Filename :
5769398
Link To Document :
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