Grouting technology of tunnelling construction in submarine developing belt of permeable channel

WANG Yong-hong; MA Dong; LING Shu-yun; CHEN Ying

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Grouting technology of tunnelling construction in submarine developing belt of permeable channel

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- Grouting technology of tunnelling construction in submarine developing belt of permeable channel
- Vol. 32, Issue 12, (2011)
- 作者机构：
  
  1. 北京交通大学隧道与地下工程教育部工程研究中心,北京,100044
  2. 中铁十六局集团有限公司,北京,100018
- 作者简介：
- 基金信息：
- DOI：
  CLC： U459.5
- Online First：13 December 2011，
  
  Published：2011
- 稿件说明：
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WANG Yong-hong, MA Dong, LING Shu-yun, et al. Grouting technology of tunnelling construction in submarine developing belt of permeable channel[J]. 2011, 32(12).
DOI：

WANG Yong-hong, MA Dong, LING Shu-yun, et al. Grouting technology of tunnelling construction in submarine developing belt of permeable channel[J]. 2011, 32(12). DOI：

摘要

通过对海底透水通道的特征分析，采用裂隙超前预注浆和裂隙补充注浆方法成功地解决了裂隙注浆堵水难题，为海底隧道安全施工提供了保障。提出了适于海水条件下的裂隙注浆原则、参数、设备、方法、工艺、材料及注浆效果检查方法，并成功地应用于胶州湾海底隧道穿越断裂破碎带时裂隙岩体注浆实践，其研究结果可为类似工程提供参考

Abstract

With the analysis of characteristics of subsea permeable channels

the pre-grouting and additional grouting in fracture grouting methods are successfully used to solve the problem of water off during tunnel construction. It has provided a guarantee for the construction safety

and proposed the principle

parameters

equipment

processes

materials and grouting effect of grouting methods for subsea cracks. The methods are also successfully applied to Jiaozhou bay subsea tunnel through the fracture zones. The results provide a reference for similar engineering.

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Related Institution

The Third Railway Survey a nd Design Institute Group Corporation

Science and Technology Research Institute, China Railway Tunnel Group Co., Ltd.

CCCC Second Highway Consultants Co., Ltd.

School of Civil Engineering and Architecture, Beijing Jiaotong University

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology

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