摘要
在软土地质条件下,对钻孔灌注桩采用自平衡试桩法进行了3根试桩静载荷试验,对测试数据进行了整理和分析。应用结果表明,测试取得很好的工程效果,该法可以在类似工程中推广使用。
Self-balanced method was adopted for three bored piles static testing under the soft soil geologic condition. The results, supported by the data analyzed, show that the excellent engineering effects are obtained in this experiment, and this method is well worth being promoted in the similar engineering projects.
出处
《重庆建筑》
2010年第5期33-36,共4页
Chongqing Architecture
关键词
自平衡
钻孔灌注桩
软土地质
极限承载力
self-balanced
bored pile
ultimate bearing capacity
Geologic of Soft Soil compaction
