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Technology for Treating Burst Port of Filling Solution Cavity with High-pressure and Rich Water of Yesanguan Tunnelon Yichang-Wanzhou Railway |
ZHANG Mei1, ZHANG Min-qing1, SUN guo-qing2 |
1.Engineering Management Centre, Ministry of Railways, Beijing 100844; 2. China Railway Tunnel Group Co. Ltd, Luoyang, Henan 471009, China |
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Abstract Research purposes:After completion of the double primary supports for solution cavity 602 of Yesanguan Tunnel on Yichang-Wanzhou Railway, the high-pressure water formed in the solution cavity to breakdown the double primary supports because of the heavy rainfall. The series of methods and measures were adopted and taken for treating the burst port, such as lowering water pressure by building the high drainage branch tunnel, plugging water and consolidating block stone debris at burst port by grouting and adopting advanced pipe-shed support.
Research conclusions:The block stone debris can be consolidated by grouting and pipe-shed support. The time of drilling through an I20-beam is between 30 mins and 90 mins when using a driller with the torque of1 200 N·m to 2 000 N·m and rotational speed of 300 rpm to 500 rpm. The grouting under the local condition of water drainage can be controlled by using compound grouting material system of sulphoaluminate cement slurry and ordinary cement-soluble glass double slurry, following the grouting sequences of from down to up, from outside to inside and grouting every other hole, conducting sectional grouting with reasonable section length and combing a certain grouting number with a certain grouting pressure. After the block stone debris is improved by grouting, it can be used as an advanced φ76 mm pipe-shed support to ensure the construction security at burst port.
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Received: 28 November 2009
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