岩土工程学报2012，Vol.34Issue(1)：81-88,8.
可液化地基中地铁车站周围场地地震反应分析
Seismic responses of surrounding site of subway station in liquefiable foundation
摘要
Abstract
The liquefiable foundation of the subway station may bring severe seismic damages to it. Accordingly, a nonlinear model for the liquefiable foundation-subway station interaction is constituted to calculate the large liquefaction deformation by using the constitutive model for sand. The space-time transformation of the dynamic pore pressure, the displacement and the acceleration of the liquefiable foundation are analyzed. The ascent of the subway station and the dynamic settlement of the side foundation are investigated. The distributions of liquefaction area and the displacement vectors of the foundation around the subway station are analyzed. The research findings can be helpful for analyzing the earthquake damages of liquefiable foundation around the underground structures or the ground structures.关键词
砂土液化/地铁车站结构/地震反应/震害Key words
sand liquefaction/subway station/seismic response/earthquake damage分类
建筑与水利引用本文复制引用
庄海洋,龙慧,陈国兴,左玉峰..可液化地基中地铁车站周围场地地震反应分析[J].岩土工程学报,2012,34(1):81-88,8.基金项目
国家自然科学基金项目(50808100) （50808100）
江苏省高校自然科学基金项目(07KJB560040) （07KJB560040）
