ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2015, Vol. 35 ›› Issue (5): 455-462.DOI: 10.3973/j.issn.1672-741X.2015.05.011
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LIU Wei
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Abstract:
During shield tunneling in the composite strata consisting waterrich sand and silty sandstone in Nanchang, difficulties such as water/muck gushing, muck blocking, poor muck plasticity, waterrich muck and highlypermeable muck may be faced. In the paper, the ground conditioning applied in the construction of ZhongZi running tunnel and BaBa running tunnel on Line 1 of Nanchang Metro is studied. Conclusions drawn are as follows: 1) Liquid highmolecular polymer may be taken as the common measure to control the water/muck gushing; Foam may be taken as the ground conditioning agent in silty sandstone geology and waterrich gravel sand strata; 2) In the composite ground consisting of sand gravel and silty sandstone, some bentonite or highmolecular polymer may be added so as to solve such problems as low fluidity of mucks, water/muck gushing and muck blocking; 3) Where the volume of the sand gravel is not more than 1/3 of the total volume of the mucks, foam and dispersing solution may be used for grounding conditioning; Where the volume of the sand gravel ranges from 1/3 to 2/3 of the total volume of the mucks, bentonite and foam solution may be used for grounding conditioning; Where the volume of the sand gravel is equal to or larger than 2/3 of the total volume of the mucks, bentonite solution (with the waterbentonite ratio being 8∶〖KG-*2/3〗1) and foam solution (with the foam concentration being 3%) may be used for grounding conditioning, and the consumption of bentonite shall be increased.
Key words: Nanchang Metro, earth pressure balanced (EPB) shield, waterrich gravel sand, silty sandstone, composite ground, foam, highmolecular polymer, ground conditioning
CLC Number:
U 455.4
LIU Wei. Ground Conditioning Technology for Shield Tunneling in Composite Strata in Nangchang[J]. Tunnel Construction, 2015, 35(5): 455-462.
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URL: http://www.suidaojs.com/EN/ 10.3973/j.issn.1672-741X.2015.05.011
http://www.suidaojs.com/EN/Y2015/V35/I5/455
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