Study on Foundation Slope Stability of Yellow River Grand Bridge in Liujiaxia, China
On the basis of detailed investigation about engineering geological conditions of foundation slope of Yellow River Grand Bridge, by utilizing ultimate balance theory and numerical simulation method, this paper analyzed stability of the bridge foundation slope under external loads, especially combined actions of rainfall, earthquake and reservoir water level.The result shows that global foundation slope stability of Yellow River Grand Bridge is high, and overall instability wont occur.Earthquake is the most adverse factor of affecting slope stability and sudden decrease of reservoir water takes the second position.Change of reservoir water level has limited influence on bank slope and displacement caused by increase of reservoir water level is greater than displacement caused by sudden decrease of reservoir water level.The research methods and conclusions have provided some guidance and references for further proposal of scientific and reasonable engineering treatment measures.
foundation slope of Yellow River Grand Bridge slope stability reservoir water level instability
Yunjie Wei Hongchun Zhuo Bing Jiang
Technical Guidance Center of Geological Disaster Emergency, Ministry of Land and Resources of the Peoples Republic of China
国际会议
World Landslide Forum 3(第三届世界滑坡论坛)
北京
英文
648-654
2014-06-02（万方平台首次上网日期，不代表论文的发表时间）