摘要
在深部"古河道"分布地区,桩基持力层层面起伏较大,大规模框架结构建筑,不可避免采用长短桩桩基方案。结合浦东国际机场二期航站楼工程实例,探讨此类工程勘察工作应注意的问题及解决方案。
In the Ancient River distributed area, the surface of pile bearing layer changes variable. The pile foundation plan of the huge frame structure in this area has to choose a diversification pile length scheme. The thesis discuses the problems and solving methods in geotechnical investigation phase facing the diver sification pile length circs based on the example.
出处
《上海地质》
2008年第1期21-23,56,共4页
