| 强夯地基效应及加固机制浅析 |
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| 引用本文： | 卢小兵,张倬元.强夯地基效应及加固机制浅析[J].地质灾害与环境保护,1998,9(4):11-15,20. |
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| 作者姓名： | 卢小兵 张倬元 |
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| 作者单位： | 成都理工学院工程地质研究所 |
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| 摘 要： | 强夯地基效应，是指经强夯处理使地基土的结构形式，强度和变形大小，及其作用过程发生的改变。通过对强夯过程中一系列的现象分析，揭示强夯地基效应的形成机制，对强夯地基效应的三个方面及其之间的联系进行分析，其结论对于强夯处理设计和加固机制的认识有较大意义。
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| 关 键 词： | 强夯地基 强夯加固机制 强夯地基效应 地基处理 |
THE STRENGTHENING MECHANISM OF DYNAMIC COMPACTION AND THE DEFORMING EFFECT OF TAMPED FOUNDATION |
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| Lu Xiaobing,Zhang Zhuoyuan,Li Qiang.THE STRENGTHENING MECHANISM OF DYNAMIC COMPACTION AND THE DEFORMING EFFECT OF TAMPED FOUNDATION[J].Journal of Geological Hazards and Environment Preservation,1998,9(4):11-15,20. |
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| Authors: | Lu Xiaobing Zhang Zhuoyuan Li Qiang |
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| Abstract: | The deforming effect of heavily tamped foundation refers to the change of structure form,strength,deformation and process of foundation due to dynamic compaction (DC) .In this paper,through analyzing a series of phenomena in DC,the formation mechanism of tamped foundation effect was studied.Three aspects of tamped foundations effect and the relationship between them were introduced with detail.The conclusion is of significance to the design of DC treatment and the knowledge of DC mechanism. |
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| Keywords: | Dynamic consolidation(for short DC) Tamped foundation effect mechanism of DC treatment |
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