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TBM掘进隧洞施工期排水能力分析
收稿日期: 2016-11-11
修回日期: 2017-04-25
网络出版日期: 2017-08-22
Analysis of Drainage Capacity of Tunnel Bored by TBM during Construction Period
Received date: 2016-11-11
Revised date: 2017-04-25
Online published: 2017-08-22
房敦敏 , 熊保锋 , 潘益斌 . TBM掘进隧洞施工期排水能力分析[J]. 隧道建设, 2017 , 37(8) : 980 -984 . DOI: 10.3973/j.issn.1672-741X.2017.08.010
The influence of track skeleton for track support of TBM tunneling on drainage capacity of a diversion power tunnel is estimated by analytical method and numerical method. The drainage capacity needed, which can guarantee the safe tunnel construction under different water gushing volumes, can be predicted by putting the comprehensive roughness gained from the numerical method into the analytical formula. The abovementioned method has been applied to practice. The results show that the calculated drainage capacity coincides with actual one well so as to prove the accuracy and practicability of the method.
Key words: tunnel; TBM; drainage capacity; track skeleton; roughness
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