| 强夯法消除地基土液化 |
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| 引用本文： | 乔建伟,贾迎泽.强夯法消除地基土液化[J].山西科技,2000(6):48-49. |
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| 作者姓名： | 乔建伟 贾迎泽 |
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| 作者单位： | 山西省建筑科学研究院,太原 |
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| 摘 要： | 文章分析了影响应用强夯法处理饱和砂土地基液化的主要因素，并引进了夯后特征作为推断强夯效果的参数。
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| 关 键 词： | 夯击能 单点夯觉量 饱和砂土 地基液化 强夯法 |
Eliminate the Liquefaction of the Foundation by Dynamic Consolidation |
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| Qiao Jianwei,Jia Yingze.Eliminate the Liquefaction of the Foundation by Dynamic Consolidation[J].Shanxi Science and Technology,2000(6):48-49. |
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| Authors: | Qiao Jianwei Jia Yingze |
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| Institution: | Qiao Jianwei Jia Yingze |
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| Abstract: | This paper analyses the main factors effecting on the application of the dynamic consolidation to treat the liquefaction of the foundation on saturated sandy soil, and introduces that the features after the dynamic consolidation can be taken as the parameters to deduce the effect of the dynamic consolidation. |
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| Keywords: | tamping energy effective influence depth tamping settlement on single point |
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