摘要
通过对武汉地区某工程施工的沉管灌注桩进行了理论计算并与检测结果进行对比，分析了出现差异的原因并对桩基承载力的形成机理及影响因素进行了探讨，对该地区应用沉管灌注桩进行了有益的探索。
Base on the contrast between theoretical calculation and results of testing for ultimate bearing capacity of case-in-site pile with sunk constructing in Wuhan soft foundation, this paper analysis the reasons of the difference and research on the forming mechanism and the principal factors of bearing capacity for cast-in-site pile with sunk. Giving some advice on the construction of cast-in-site pile with sunk in soft foundation.
出处
《建筑技术开发》
2006年第7期39-40,63,共3页
Building Technology Development
关键词
沉管灌注桩
静载试验
极限承载力
软土地基
Cast-in-site pile with sunk
Static loading test
Ultimate bearing capacity
Soft foundation
