| 自平衡试桩技术在软土地质下钻孔灌注桩中的应用 |
| |
| 引用本文： | 肖先波.自平衡试桩技术在软土地质下钻孔灌注桩中的应用[J].重庆建筑,2010,9(5):33-36. |
| |
| 作者姓名： | 肖先波 |
| |
| 作者单位： | 湖州职业技术学院,湖州,313000 |
| |
| 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。
|
| 关 键 词： | 自平衡 钻孔灌注桩 软土地质 极限承载力 |
Application of Pile Self-Balanced Load Test Method for Bored Piles under the Geologic Condition of Soft-Soil |
| |
| Authors: | Xiao Xian-bo |
| |
| Abstract: | 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. |
| |
| Keywords: | self-balanced bored pile ultimate bearing capacity Geologic of Soft Soil compaction |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
