| 大孔径桥梁桩基础细砂层地质施工技术 |
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| 引用本文： | 李启峰,刘干斌.大孔径桥梁桩基础细砂层地质施工技术[J].施工技术,2007,36(9):81-83. |
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| 作者姓名： | 李启峰 刘干斌 |
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| 作者单位： | 中铁十五局集团,河南,洛阳,471013;宁波大学,浙江,宁波,315211 |
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| 摘 要： | 以孙口黄河公路大桥大孔径桩基础为例,介绍地下水位饱和细砂地质情况下的质量控制施工技术,并对施工中遇到的问题提出了相应解决办法。
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| 关 键 词： | 大孔径桩基础 地下水 细砂地质 |
| 文章编号： | 1002-8498(2007)09-0081-03 |
| 修稿时间： | 2007年5月11日 |
Construction Technology of Large Diameter Bridge Pile Foundation in Fine Sand Layer |
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| LI Qi-feng,LIU Gan-bin.Construction Technology of Large Diameter Bridge Pile Foundation in Fine Sand Layer[J].Construction Technology,2007,36(9):81-83. |
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| Authors: | LI Qi-feng LIU Gan-bin |
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| Abstract: | The construction schemes and effect of large diameter pile foundation in fine sand layer in the yellow river highway bridge in Sunkou,He'nan is introduced in this paper.The problems are presented and the solutions are also given in this paper which may serve as reference to the construction of pile foundations in fine sand layer. |
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| Keywords: | large diameter pile foundation underground water fine sand layer |
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