ZHU Yao-hong, XIA Han-yong, HU Zhi-fei. An uplifting practice of shield tunnel in soft ground[J]. 2016, 37(S2): 543-551.
DOI:
ZHU Yao-hong, XIA Han-yong, HU Zhi-fei. An uplifting practice of shield tunnel in soft ground[J]. 2016, 37(S2): 543-551.DOI: 10.16285/j.rsm.2016.S2.069.
An uplifting practice of shield tunnel in soft ground
Axis deviation easily occurs during shield tunneling in soft clays due to the overlarge settlement
while adjusting the slope ratio of tunnel difficulty
even affecting the running speed of trains during the operation period. Grouting uplift is a solution to axis deviation. In order to not cause structural failure
not affect construction period
and improve the tunnel line shape
a case of uplifting practice for overall tunnel structure in an inter zone with overlarge settlement of Ningbo metro construction is studied in this paper. Through the analysis of the geological condition
structure calculation
grouting process research
lower part of tunnel structure grouting
internal support
real-time monitoring
real-time ideas adjustment
the process of grouting slurry adjustment timely; and the fine management
the integral structure of tunnel is uplifted about 3cm without causing any damage; so that the tunnel line shape is improved effectively. The engineering practice shows that the grouting process and internal support play an important role to uplift stage general ring structure safety; slurry choice is very important to late stability. And by the practice
control measures for uneven subsidence of tunnel construction in soft clays are explored to provide references for other similar engineering and shield tunnel uplift designing.