摘要
以有效应力原理的有限元计算分析为主、铁路工程抗震设计规范及室内动三轴实验为辅 ,对修建在粉土或粉细砂层中的盾构隧道进行了两种不同埋深情况下的液化分析 ,得出了埋深不同液化区出现区域不同的结论 。
In this paper,the efficient stress method is used as main means, while the Railway Engineering Anti Earthquake Design Specification and the dynamic triaxial test are used as additional means. The authors analyze the ground layer liquefaction of shield tunnelling built on powder soil or fine sand, whose top plate is buried under two kinds of depth,and conclude that the liquefaction area is different with different buried depth. Finally, the rational buried depth is proposed.
出处
《铁道学报》
EI
CSCD
北大核心
2000年第B05期47-52,共6页
Journal of the China Railway Society
关键词
粉细砂
盾构隧道
抗震地震
液化
地基
fine sand
shield tunnelling
anti earthquake
liquefaction analysis
