Stability Analysis for the Excavation Engineering Under Coupling Effect of Seepage from Heavy Rain and River Fluctuation |
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Authors: | WANG Xiang-qiu LIU Wen-tian and ZHOU Zhi-guo |
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Institution: | Department of Civil Engineering,Foshan University, Foshan 528000, Guangdong, P.R.China;Faculty of Civil and Transportation, Guangdong University of Technology, Guanzhou 510006, P.R.China;Institute of Building Science in Guanzhou, Guanzhou 510440, P.R.China |
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Abstract: | The seepage accident is very easily occurred, when the excavation engineering has been constructed in rainy season and it is very easily influenced by the coupling effect of seepage duo to heavy rain and water level fluctuation of neighboring river. So a coupling seepage equation that based on the theory of Dupuit has been established for the ground water in the layered foundation. And then, the water table surrounding the excavation engineering has been determined on the consideration of the coupling effect of seepage duo to heavy rain and water level fluctuation of river. In the meantime, by means of the theory of coupling analysis of stress and seepage and the software of Midas, a model of coupling analysis of stress and seepage has been built for the specific excavation engineering and the seepage destroy characteristics of this project has been researched. |
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Keywords: | the seepage duo to heavy rain coupling analysis of stress and seepage groundwater excavation engineering |
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