ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2012, Vol. 32 ›› Issue (增刊1): 102-104.DOI: 10.3973/j.issn.1672-741X.2012.z1.022
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LIU Jun
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Abstract:
If the surrounding rocks of asymmetricalloaded and shallowburied tunnel are weathered, collapse often occurs. It is difficult to reserve deformation. The deformation of primary support is large. The 6step CD method, 3step primary invert method, temporary support strengthening method and backfilling method are adopted in the construction of the entrances of Jinlingtou tunnel and Tongyou tunnel on BeijingFuzhou railway. The deformations of surrounding rocks and primary supports are brought under effective control and the safety of the shield passing throught dangerous section is guaranteed.
Key words: asymmetrical load, shallow bury, soft and weak surrounding rock, tunnel
LIU Jun. Construction Technologies for Asymmetricalloaded and Shallowburied Tunnels with Soft Surrounding Rocks[J]. Tunnel Construction, 2012, 32(增刊1): 102-104.
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URL: http://www.suidaojs.com/EN/10.3973/j.issn.1672-741X.2012.z1.022
http://www.suidaojs.com/EN/Y2012/V32/I增刊1/102
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