摘要
应用托换纠偏技术,对倾斜危楼沉降多的一侧采用锚杆静压桩方法限定沉降,另一侧采用水平掏土迫其沉降回倾,在限沉与促沉之间中部过渡段采用垂直掏土调整基础均衡沉降。通过几种方法的综合应用,成功地解决了软硬不均地基倾斜危楼的纠偏加固问题。
The soil substitution technique is used to correct the inclination of hazardous building, in which one side of the building is bolted with static piles to limit the settlement and the other side is forced to reverse the inclination by horizontal soil removal. The correction is successful due to the application of various methods on the heterogeneous foundation.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2003年第1期148-152,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
土力学
楼房倾斜
压桩托换
掏土迫降
纠偏
加固
soil mechanics, building inclination, soil substitution with pressure piles, forced settlement, reinforcement by inclination correction
