摘要
以张家港某项目深基坑桩锚支护工程为依托,用弹性抗力法中的"m""K""C"三种方法对支护桩弯矩进行计算,结合工程现场弯矩监测数据,将计算弯矩结果与监测弯矩结果进行对比研究,分析出不同方法计算弯矩与实测弯矩之间的关系,为桩锚支护设计和施工提供了参考。
Taking a project deep foundation pit pile anchor supporting engineering in Zhangjiagang, this paper calculated the supporting pile ben- ding moment of ＂m＂ ＂K＂ ＂C＂ three methods in elastic resistance method, combining with engineering field bending moment monitoring data, comparative researched the calculation bending moment results and monitoring bending moment results, analyzed the relationship used different methods to calculate the bending moment and the measured bending moment, provided reference for pile anchor supporting design and construction.
出处
《山西建筑》
2013年第31期59-61,共3页
Shanxi Architecture
关键词
桩锚支护
弯矩
监测结果
深基坑
pile anchor supporting, bending moment, monitoring result, deep foundation pit
