摘要
通过对３ 个内撑式支护结构工程原型测试得出的数据，分别与弹性地基梁计算方法和等值梁计算方法计算出的数据进行比较和分析，从而得出弹性地基梁计算方法的结果更趋于合理。
By comparing and analyzing the data of three project prototypes in the internal\|shoring supporting structure by testing with the data by calculating the beams with the elastic foundation calculation method and equivalent beam calculation method separately.This paper proves the results by the elastic foundation beam calculating method to be more reasonable.
出处
《施工技术》
CAS
北大核心
2000年第1期24-26,共3页
Construction Technology
关键词
基坑支护
内撑式
支护结构
等值梁
支撑系统
foundation pit supportiong
internal\|shoring supporting structure
equivalent beam
bar system on elastic foundation
shoring system
