路基工程Issue(3)：61-64,4.
基于多尺度方法的桥桩稳定性评估
Evaluation on Bridge Pile Stability Based on Multi-scale Method
摘要
Abstract
Through bridge detection, pile foundation loose core and whole wall image inspection, the influence of slope slippage at south bank of Xuhe Bridge along No. 246 provincial highway on pile foundation stability is studied. According to the result, technical condition of the bridge is evaluated V class and the whole slope trends to slide. The bridge is recommended out of service for detailed geological survey in order to put forward effective measures to control bridge diseases for safety.关键词
多尺度/健康检测/抽芯/全孔壁摄像/边坡滑移Key words
multi-scale/ health monitoring/ loose core/ whole wall image/ slope slippage分类
交通工程引用本文复制引用
王艳芳,刘传新,齐永正..基于多尺度方法的桥桩稳定性评估[J].路基工程,2011,(3):61-64,4.基金项目
江苏省交通科学研究院股份有限公司省道科研课题 （）
