摘要
以某超高层建筑项目为例,通过对该项目所在场地地质条件的分析研究,指出该项目地基基础采用钢筋混凝土灌注桩较为适合,以充分利用桩基承载力,控制沉降变形。
Taking a high-rise building project as an example,through analysis and research on project location geological conditions,pointed out that the project foundation basis with reinforced concrete bored pile was more appropriate,in order to make full use of the pile foundation bearing capacity,control of settlement.
出处
《山西建筑》
2015年第6期63-64,共2页
Shanxi Architecture
关键词
超高层建筑
钢筋混凝土灌注桩
变刚度调节
承载力
super high-rise building
reinforced concrete bored pile
variable stiffness adjustment
bearing capacity
