摘要
本文通过静压管桩穿透厚硬砂土层的可行性分析和实例工程沉桩实践 ,表明静压管桩在厚硬砂土层中沉桩是可行的。同时 ,针对实例工程截桩情况 ,对桩长合理配置问题进行探讨。
Through practical examples,this p ap er examines the applicability of static compacting tubular piles penetrating thr ough sandy soil Meanwhile,the discussion on optimun piling plan is concluded wit h the pile cutting in practical projects.
出处
《福建建筑》
2003年第4期28-31,共4页
Fujian Architecture & Construction
关键词
静压管桩
沉桩
厚硬砂土层
桩长
Static compacting piles Sandy soil Applicability of static compacting Optimum piling arrangement
