Study on the Safety of the Foundation Rock Masses in the Tangkou Bank of the Taipinghu Bridge |
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作者姓名: | FANGDong-heng DUANHai-peng WANGYun-sheng WANGShuang-ji HUKe QIAOGuo-wen |
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作者单位: | Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China;
Anhui Highway Exploration Design Institute,Hefei 230041 |
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摘 要: | The Taipinghu Bridge is an important project,and the safety of rock masses of its foundation is very crucial.This article analyzes the potential causes of the deformation of the rock masses of the bridge foundation,and uses the Fast Lagrangian Analysis of Continua to analyze the
geologic model. The simulating process shows that no mater in the excavating process or in the loading process the rock masses are suit for the engineering.The modeling and analyzing process can be used for reference.
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关 键 词: | FLAC 3D Numerical simulation Engineering Bridge foundation |
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