ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Study and Application of New Type Twocomponent Grout to Simultaneous Grouting of Shield Tunnel
Received date: 2016-09-01
Revised date: 2016-11-06
Online published: 2017-04-28
The tunnel segment dislocation, damage and water leakage would be induced by uplift of tunnel segment. The causes of tunnel segment uplift are analyzed; the simultaneous grouting equipment is improved and twocomponent grout is injected to gaps between working face and tunnel segment. The testing results show that the simultaneous grouting is efficient and can reduce the uplift of tunnel segment.
WANG Cheng , WANG Guoyi . Study and Application of New Type Twocomponent Grout to Simultaneous Grouting of Shield Tunnel[J]. Tunnel Construction, 2017 , 37(4) : 416 -420 . DOI: 10.3973/j.issn.1672-741X.2017.04.005
/
| 〈 |
|
〉 |