| 后压浆灌注桩在温州软土地区的应用 |
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| 引用本文： | 王宪孟.后压浆灌注桩在温州软土地区的应用[J].土工基础,2007,21(5):7-9. |
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| 作者姓名： | 王宪孟 |
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| 作者单位： | 温州市高速公路总指挥部,浙江温州,325000;同济大学土木工程学院,上海,200092 |
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| 摘 要： | 对温州地区桥梁基础钻孔灌注桩进行了后压浆试验研究,结果表明其承载力比常规钻孔桩的承载力提高37.5%以上,同时提出了桥梁后压浆钻孔灌注桩设计计算方法、施工工艺,证明在温州地区高速公路工程中的应用是成功的。
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| 关 键 词： | 后压浆钻孔灌注桩 静载荷试验 软土地基 高速公路 桥梁 |
| 文章编号： | 1004-3152(2007)05-0007-03 |
| 修稿时间： | 2006年6月26日 |
Application of Cast-in-situ Drilled Piles with Grouting of Soft Clay in Wenzhou |
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| WANG Xian meng.Application of Cast-in-situ Drilled Piles with Grouting of Soft Clay in Wenzhou[J].Soie Engineering and Foundation,2007,21(5):7-9. |
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| Authors: | WANG Xian meng |
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| Abstract: | The experimental study on the cast-in-situ drilled piles with grouting is performed on the bridge foundation in Wenzhou.As a result,the bearing capacity can be increased more than 37.5% compared with the normal one.The calculating method and the construction techoology of the cast-in-situ drilled piles with grouting are elaborated.Compared with the static loading experiments,the application of the cast-in-situ drilled piles with grouting is testified to be successful in the highway engineering of Wenzhou. |
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| Keywords: | cast-in-situ drilled piles with grouting static loading experiments foundation of soft clay highway bridge |
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