摘要
某住宅楼在主体施工期间发生不均匀沉降,根据工程地质和现场施工条件,采用锚杆静压桩方法对地基持力层进行加固,消除了地基隐患,提高了地基土承载力,达到了目的。
The technology of the anchored static press piles was successfully employed in the case of a residential building in Xuzhou to solve the problem of uneven sedimentation during its building. As a result of it, the potential perils of the foundation were eliminated and the bearing capacity was enhanced.
作者
陈利民
朱军
许锡庶
Chen Li-min Zhu Jun Xu Xi-shu(China University of Mining and Technology, Xuzhou, Jiangsu 221008; Xuzhou Civil Engineering Quality Control Station, Xuzhou, Jiangsu 221000)
出处
《彭城职业大学学报》
2004年第2期1-2,共2页
Journal of Pengcheng Vocational University