摘要
以太原晋源区某高层沉降观测分析为例,通过对比分析计算沉降值与实测沉降值,得出桩基沉降计算经验系数的折减系数,与规范要求及以往文献结论吻合,为该区域其余高层建筑的桩基沉降设计提供参考。
Taking the observation and analysis of a high rise settlement in Jinyuan area of Taiyuan as an example, by comparing calculation valueand the measured settlement value, it is concluded reduction factor of the pile foundation settlement calculation experience coefficient, coincidewith the requirements of the design standard and the previous literature conclusions, provide the reference for the design of the other high-risebuilding foundation settlement in this area.
出处
《山西建筑》
2018年第5期78-79,共2页
Shanxi Architecture
关键词
高层建筑
沉降量
桩基
压缩模量
high-rise buildings
settlement
pile foundation
modulus of compression