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STRENGTHENING TECHNIQUE BY GROUTING WITH FILLING SILTY CLAY FOR DEEP BURYING KARST CAVE IN YUANLIANG MOUNTAIN TUNNEL |
ZHANG Min-qing |
Scientific and Technical Research Institute of Chinese Railway Tunnel Bureau Group |
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Abstract This paper describes the strengthening technique by grouting and concrete construction process for deep burying karst cave with filling silty clay of Yuanliang Mountain Tunnel on Chongqing-Huaihua, The frequency of crossgrout occurring in tunnel construction can be reduced and the strengthening feeect by grouting can be ensured by adapting this technique. The technique is worth being widely adapted.
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Received: 31 January 2014
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