ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2008, Vol. 28 ›› Issue (5): 580-585.DOI: B
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LIU Dianji
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Abstract:
Taking a project in Shanghai as example, this paper briefly introduces the parameters and methods of horizontal freezing technology at the shield machine launching shaft and some special notice items in construction. The process flowchart of EPB shield boring in horizontal freezing soil and the methods and special measures to prevent freezing of cutter head and water and sand gushing at the portal are presented in detail. The influence degree of frostheave and thawingsubsidence is analyzed on basis of the monitoring data. Measures such as special segments, embedded injection pipes in station structure and tracing grouting are taken to avoid the influence of frostheave and thawingsubsidence on the environment. Thus the safety of shield machine launching and ground surface environment is ensured.
CLC Number:
 
U455.4
LIU Dianji. Launching Technology of Shield Machine in Soil Consolidated by Horizontal Freezing Method[J]. Tunnel Construction, 2008, 28(5): 580-585.
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