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PREDICTION TECHNOLOGY FOR WATER GUSHING AND ARISING IN DEEP BURIED LARGE TUNNEL |
YANG Hui- jun |
Civil Engineering School of Beijing Jiaotong University |
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Abstract Simulation calculation was made to the volume of water gushing in typical section of down line in Xinqidaoliang Tunnel by adopting methods of water dynamics, water equilibrium, water runoff and water analysis. It is found the methods of analysis and water runoff were suitable for calculation of volume of water gushing in this section, but the predicted volume of water gushing was overlarge by adopting methods of water equilibrium and water dynamics. Numerical simulation is a good way to simulate and predict the volume of underground water, which can predict the seepage characteristics of underground water.
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Received: 22 March 2004
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[1]房佩贤,卫中鼎,廖资生.专门水文地质学[M].北京:地质 出版社,1987.
[2]李彦军.新寨隧道涌水量预测方法的选择[J].西部探矿工 程,2000,16(1);53-54.
[3]王梦恕.大瑶山隧道——20世纪隧道修建新技术[M].广 州:广东科技出版社,1994.
[4]河北省地质局水文地质四大队.水文地质手册[M].北京: 地质出版社,1978.
[5]徐则民,杨立中,黄润秋.特长超深隧道涌水量预测的镜象 法[J].铁道工程学报,2000(1):55-58.
[6]杨会军.岩体非连续介质渗琉理论在七道梁隧道中应用[博 士学位论文][D].兰州:兰州大学,2004.
[7]杨重存.公路隧道断层破碎带信息化施工技术研究[博士 学位论文][D].兰州:兰州大学,2004.
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