摘要
本文利用高层建筑上部结构———基础———地基三者共同作用理论 ,从控制基础不均匀沉降角度出发 ,对中硬地层地区高层建筑主楼和裙房不设缝时基础筏板厚度进行了研究 。
Using the theory of contact pressure among high rise building, foundation and subsoil and based on controlling asymmetry settlement of foundation, the soleplate thickness of foundation under high rise building with annex in medium hard soil area is discussed. Some useful conclusions are drawn.
出处
《地下空间》
CSCD
2003年第4期440-443,共4页
Underground Space
关键词
带裙房高层建筑
建筑结构
框一筏基础
不均匀沉降
high rise building
building structure
frame raft foundation
asymmetry settlement
