摘要
针对《超高层建筑箱形与筏形基础技术规范》JGJ6 99及《建筑地基基础规范》GB5 0 0 0 7 2 0 0 2计算超高层建筑时未考虑深基坑支护侧限作用的弊端 ,提出一种计算超高层建筑箱基沉降的新方法 ,并与实测数据进行了对比。
This paper is presented a new method to solve the abuse in “Technical code for tall building box foundations and raft foundations” and “Code for design of building foundation”, which don't consider the retaining effect of deep excavations in computing the settlement, and contrast with the actural data.
出处
《施工技术》
CAS
北大核心
2005年第1期7-9,共3页
Construction Technology
关键词
超高层建筑
深基坑支护
箱形基础
沉降
计算
tall building
retaining and protection of deep excavations
box foundation setllement
computation
