摘要
通过对陕西省邮政电信网管中心大楼工程的桩筏基础进行原位测试,分析得到了西北黄土地区高层建筑桩筏基础的沉降特性、桩间土反力分布、桩顶反力分布、桩间土与桩承担竖向荷载的比例,其结果可供实际工程设计及高层建筑结构设计计算理论研究参考。
Our research team had a test in situation on Net Management Center Mansion of Shaanxi Telecom Office, and got some distribution rules of settlement, reaction of soil among piles, pile抯 reaction, the proportion of load carried by pile and soil among piles. The analysis results can be used in real structure design and computing theoretical research of high-rise building in loess area.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第5期827-831,共5页
Rock and Soil Mechanics
关键词
沉降观测
桩间土反力
桩顶反力-原位测试
settlement observation
reaction of soil among piles
pile's reaction
test in situ
