| 强夯法处理湿陷性黄土地基的试验研究 |
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| 引用本文： | 马学宁,唐勇军,杨有海,张孟喜.强夯法处理湿陷性黄土地基的试验研究[J].兰州铁道学院学报,2006,25(3):26-29. |
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| 作者姓名： | 马学宁 唐勇军 杨有海 张孟喜 |
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| 作者单位： | 兰州交通大学土木工程学院 甘肃兰州730070(马学宁，杨有海)，兰州交通大学建设监理公司 甘肃兰州730070(唐勇军)，上海大学土木工程系 上海200072(张孟喜) |
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| 摘 要： | 强夯法是一种设备简单、施工方便、经济易行的地基处理方法.它对增强地基密实度、消除土层湿陷性、降低土层压缩性和提高地基承载力效果显著.针对兰州中川机场场道工程,通过原位测试试验,分析比较了试夯前后的湿陷性黄土物理力学特性、湿陷性、比贯入阻力等特性,证明了强夯处理湿陷性黄土效果显著.
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| 关 键 词： | 强夯 湿陷性黄土 原位试验 |
| 文章编号： | 1001-4373(2006)03-0026-04 |
| 收稿时间： | 2005-11-17 |
| 修稿时间： | 2005年11月17 |
Study on Treatment of Collapsible Loess Using Dynamic Compaction Method |
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| Ma Xuening,Tang Yongjun,Yang Youhai,Zhang Mengxi.Study on Treatment of Collapsible Loess Using Dynamic Compaction Method[J].Journal of Lanzhou Railway University,2006,25(3):26-29. |
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| Authors: | Ma Xuening Tang Yongjun Yang Youhai Zhang Mengxi |
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| Institution: | 1. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China; 2. Engineering Construction Supervision Company, Lanzhou Jiaotong University, Lanzhou 730070, China; 3. Department of Civil Engineering, Shanghai University, Shanghai 200072, China |
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| Abstract: | The dynamic compaction method is a kind of method for foundation treatment.It is not only simple and convenient but also economical and feasible.It can improve the degree of density of foundation,delete the collapsible feature of soil layers,lower compressibility of soil layers and increase loading capability of foundation.The change of physical-mechanical properties of loess before and after dynamic consolidation and collapsible properties as well as specific penetration resistance are studied by means of in-situ tests in Lanzhou Zhongchuan Airport.The obvious effect of adopting dynamic compaction method is manifested. |
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| Keywords: | dynamic compaction method collapsible loess in-situ tests |
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