摘要
结合台州市中心医院二期病房楼桩基工程施工实践,阐述了采取控制布桩密度、沉桩速率、开挖防振沟和应力释放孔等有效的预防措施,挤土效应得到了有效控制。
Taking the pile foundation work in Taizhou central hospital as example, according to the soil compaction problems encountered in static pressing prestressed pipe pile construction effective measures are proposed from pile density control, pile sinking control, adding holes to relax stress and other aspects to eliminate compaction effects.
出处
《山西建筑》
2005年第18期105-106,共2页
Shanxi Architecture
关键词
基础工程
预应力管桩
挤土效应
foundation work, prestressed pipe pile, soil compaction effect
