摘要
针对超大面积地下车库与号楼相嵌的特点,利用号楼基础施工形成的卸载条件,经过围护形式综合比选,采用自立式围护形式来处理两者之间的高低差,通过上海同类工程实例,采用有限元计算的方法分析了该围护形式对号楼桩基的影响,并与实际监测数据对比,以供类似工程借鉴。
According to the characteristics of large area underground garage and embedded building,using the embedded building foundation construction formed the unloading condition,through the retaining form comprehensively selection,using self retaining forms to deal the height difference of both,through the Shanghai similar engineering example,using the finite element calculation method analyzed the influence of retaining form to embedded building pile foundation,through the comparison with actual monitoring data,in order to offer reference for similar engineering.
出处
《山西建筑》
2015年第5期59-60,共2页
Shanxi Architecture
关键词
相嵌式地库
自立式围护
低扰动施工
工程桩保护
embedded type basement
self retaining
low disturbance construction
engineering pile protection
