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Study on the Safety of the Rock Mass in the Tongling Bank of Taipinghu Bridge
引用本文:DUAN Hai-peng~(1,2),WANG Yun-sheng~1,WANG Shuang-ji~2,HU Ke~2,QIAO Guo-wen~1,FANG Dong-heng~1 (1. College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China, 2. Anhui High Way Exploration Design Institute,Hefei,China). Study on the Safety of the Rock Mass in the Tongling Bank of Taipinghu Bridge[J]. 地球科学进展, 2004, 0(Z1)
作者姓名:DUAN Hai-peng~(1  2)  WANG Yun-sheng~1  WANG Shuang-ji~2  HU Ke~2  QIAO Guo-wen~1  FANG Dong-heng~1 (1. College of Environment and Civil Engineering  Chengdu University of Technology  Chengdu 610059  China   2. Anhui High Way Exploration Design Institute  Hefei  China)
作者单位:DUAN Hai-peng~(1,2),WANG Yun-sheng~1,WANG Shuang-ji~2,HU Ke~2,QIAO Guo-wen~1,FANG Dong-heng~1 (1. College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China; 2. Anhui High Way Exploration Design Institute,Hefei,China)
摘    要:The Taipinghu Bridge is an important engineering construction, and the safety of rock mass of its foundation is very crucial. This article adopts FLAC 3D to analysis the geologic model. The simulating process shows that no mater the excavating process or the loading process the rock mass are safe. The modeling and analyzing process can be used for reference.


Study on the Safety of the Rock Mass in the Tongling Bank of Taipinghu Bridge
DUAN Hai-peng. Study on the Safety of the Rock Mass in the Tongling Bank of Taipinghu Bridge[J]. Advances in Earth Sciences, 2004, 0(Z1)
Authors:DUAN Hai-peng
Affiliation:DUAN Hai-peng~
Abstract:The Taipinghu Bridge is an important engineering construction, and the safety of rock mass of its foundation is very crucial. This article adopts FLAC 3D to analysis the geologic model. The simulating process shows that no mater the excavating process or the loading process the rock mass are safe. The modeling and analyzing process can be used for reference.
Keywords:FLAC 3D   Numerical simulation   Engineering   Bridge foundation  
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