| 某箱涵地基下沉的处理 |
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| 引用本文： | 申孝忠,李涯,任晓伟.某箱涵地基下沉的处理[J].洛阳工业高等专科学校学报,2005,15(3):9-10. |
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| 作者姓名： | 申孝忠 李涯 任晓伟 |
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| 作者单位： | 1. 洛阳市建筑工程公司,河南,洛阳,471000
2. 洛阳路桥建设集团有限责任公司,河南,洛阳,471000 |
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| 摘 要： | 某箱涵基础下土层为湿陷性土层，设计时未考虑该因素的影响而未进行相应的处理，在雨水过多、过大的情况下产生湿陷，基础下沉。为稳固基础，采用水泥加水玻璃双液注浆，使土体中生成大量不溶于水的稳定结晶化合物，并加强土体强度，消除湿陷性。
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| 关 键 词： | 湿陷性 双液 劈裂灌浆 |
| 文章编号： | 1008-8814（2005）03-0009-02 |
| 收稿时间： | 2005-04-01 |
| 修稿时间： | 2005年4月1日 |
Measures to Solve a Box Culvent Foundation's Sinkage |
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| SHEN Xiao-zhong,LI Ya,REN Xiao-wei.Measures to Solve a Box Culvent Foundation''''s Sinkage[J].Journal of Luoyang Technology College,2005,15(3):9-10. |
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| Authors: | SHEN Xiao-zhong LI Ya REN Xiao-wei |
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| Abstract: | As the factor that there is collapsible soil layer under the box culvent foundation is not considered in design, the soil layer collapses and the foundation subsides when downfall arises. In order to reinforce the base, cement-silitate double fluid grouting technique is used, by which plenty of water-fast stable crystalline compounds are created in soil; the soil strength is improved and its collapsibility is counteracted. |
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| Keywords: | Collapsibility Double fluid grouting Splitting grouting |
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