摘要
基坑深层土体水平位移及支撑内力是控制基坑安全最重要的两个指标。结合工程实例,通过预埋的测斜管监测深层土体水平位移变化情况,从中得出了基坑水平位移随着基坑开挖而发展,随着土体开挖停止而基本停止,呈台阶式发展的变化规律,并用深层土体水平位移来验证围护桩的长度;另外,通过埋设在支撑梁中的钢筋应力计,分析了支撑梁内力在整个施工过程中呈波浪形的变化规律,并将监测内力与理论计算内力相比较。
This paper provides a test analysis of horizontal displacement of in-depth soil body and internal force of supporting structure in foundation pit construction. The test was conducted on site using embedded parts to monitor horizontal displacement of in-depth soil body and internal force of supporting structure as these two parameters are regarded as the most important ones for the safety in foundation construction. According to test results, the relationship between soil displacement and excavation depth with regard to excavation pmgrees are revealed, and this is used to verify the length of supporting piles. In addition, there is an analysis about the variation of interior force of supporting beams, and a comparison of interior force between real and ealculated ones.
出处
《施工技术》
CAS
北大核心
2008年第11期94-96,共3页
Construction Technology
关键词
深基坑工程
深层土体
水平位移
支撑
内力
预埋件
foundation pit
in-depth soil body
horizontal displacement
supporting structure
internal force
~ded part