摘要
桥墩基础工作状态检测与评估一直是工程技术人员面临的一个难题。本文以一受灾的高速公路桥墩基础为研究对象,根据桥墩基础灾后最终状态及处治情况,采用无损检测和仿真计算的方法,对桥墩基础灾后和灾害处治过程中的受力状态进行了分析。无损检测结果与仿真计算结果基本一致,且探查结果表明检测评估结果与实际情况基本吻合。
Inspection and assessment for working condition of bridge pier foundation is a difficult problem faced by engineers and technicians.A certain pier foundation post-disaster was cited as an example and studied in this paper.According to the final state of bridge pier foundation post-disaster and its treatment situation,by using the method of non-destructive test and numerical simulation,the mechanics state of the bridge pier foundation post-disaster and during disaster treatment process were analyzed.The results of non-destructive testing are basically agree with the results of numerical simulation.The assessment results are basically consistent with the actual situation.
作者
张勇
ZHANG Yong(China Academy of Railway Sciences,Beijing 100081 ,China)
出处
《铁道建筑》
北大核心
2017年第2期42-44,共3页
Railway Engineering
关键词
高速公路
桥墩基础
灾后状态
检测评估
无损检测
仿真计算
裂缝
Expressway
Bridge pier foundation
Post-disaster state
Inspection and assessment
Non-destructive test
Numerical simulation
Crack