摘要
介绍了同济医科大学协和医院门诊大楼数十根静压预制桩因基坑开挖发生严重偏位后,采用石灰桩对桩周软土进行加固,然后采用锚杆静压桩对原偏位工程桩进行补强的工程实例,实践证明,处理效果很好。
About fifty static precast piles of a tall building were severely inclined because of the excavation of foundation pit in Xiehe Hospital. First the soft soil around the piles was reinforced by limeflyash piles, then the inclined piles were strengthened by static press anchored piles. The practice proves that the effect of treatment is very good.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1998年第2期204-206,共3页
Chinese Journal of Rock Mechanics and Engineering