摘要
分析了一栋７层综合楼产生倾斜的原因后用锚杆静压桩加固、减桩法纠偏处理，使原平均倾斜达４．８３‰、并将继续倾斜的大楼纠正到３‰的稳定倾斜以内。
After analyzing the cause of the declination of a seven-storied building, reinforced by rod static piles and rectification of the declination by pile reduction are performed, and the average declination reaches 4 .83%. The rectification is made for the building which is in continuous declination and the rectification is completed with the declination within 3‰.
出处
《岩土力学》
EI
CAS
CSCD
2000年第4期416-419,422,共5页
Rock and Soil Mechanics
关键词
纠偏
倾斜
地基加固
减桩法
建筑物
不均匀沉降
pile reduction
declination rectification
declination
foundation reinforce
