ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2010, Vol. 30 ›› Issue (4): 365-370.
• wenzhang • Previous Articles Next Articles
LI Chi-Guo, Wang-Quan-Qing, Xu-Hai-Ting
Received:
Revised:
Online:
Published:
About author:
Abstract:
Grouting is an effective method for strengthening stratum and sealing water during tunneling in waterrich, loose, soft and fractured strata. Many projects show that the strengthening length by stepped and onwards grouting method is 30m, as a result of the influence of grouting holes collapse and other factors, the grouting and. For the strengthened 30m, the grouting effect of the front 15m is well, but the latter 15m is poor. In addition, this grouting method has low construction efficiency and high cost and needs repeating grouting. Hence, an integrated technology of drilling and grouting is introduced in this paper. Retrograde and stepped grouting is realized by sealing grouting holes. The grout can discharge from the aiguilles and run into the area need grouting directly, so the integrated construction of drilling and grouting is achieved. This technology can reduce transition time among construction procedures, advance grouting efficiency and improve grouting effects.
Key words: tunnel, drilling, grouting, integrated construction technology, retrograde and stepped grouting
LI Chi-Guo, Wang-Quan-Qing, Xu-Hai-Ting. Intergrated Construction Technology of Drilling and Grouting in Tunnel[J]. Tunnel Construction, 2010, 30(4): 365-370.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://www.suidaojs.com/EN/
http://www.suidaojs.com/EN/Y2010/V30/I4/365
Key Technologies of Cutterhead Configuration and Cutter Replacement for Large diameter Shield under High Water Pressure
Experimental Effect Prediction of Ground Conditioning of Water rich Sandy Stratum Based on BP Neural Network
Fullscale Experimental Study on Bending Performance of Segmental Joints of Large Crosssection Shield Tunnel under Pure Compressive Bending Condition
Study on Optimization of Emergency Rescue Station of Yuntunbao Tunnel on ChengduLanzhou Railway
Launching and Receiving Technology of Large Crosssection Horseshoeshaped Shield Used in Baicheng Tunnel
Design and Analysis of a New TBM Propulsion System with Small Turning Radius
Study on Key Technologies and Application of Engineering Big Data Management Platform of Tunnel Boring Machine
Improvement Technology of Bearing Capacity of Prestressed Anchor Cable in Large span Tunnel: a Case Study on Badaling Great Wall Station