论文部分内容阅读
某8层楼由于地基承载力不足,基底压力分布不均匀及下卧淤泥质粘土层过厚,在其建成后发现向北倾斜7.1‰,为此制订了错杆静压桩加固和地基应力解除法纠偏的综合治理方案并付之实施,施工历时2个月,效果良好。
Due to insufficient foundation bearing capacity, uneven base pressure distribution and too thick underlying silt clay layer, an 8-storey building was found to be inclined to the north by 7.1 ‰ after it was completed. Therefore, Stress Relieving Correction of the comprehensive management plan and implementation, construction lasted two months, the effect is good.