| 振冲挤密法处理砂土地基施工方案及地基承载力检验方案 |
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| 引用本文： | 谢家高. 振冲挤密法处理砂土地基施工方案及地基承载力检验方案[J]. 安徽建筑, 2007, 14(3): 169-170 |
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| 作者姓名： | 谢家高 |
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| 作者单位： | 安徽省外经建设(集团)有限公司,安徽,合肥,230001 |
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| 摘 要： | 中国援贝宁外交部办公楼项目,基础设计型式为双向柱下条形基础,局部为柱下扩展基础。地基层持力层为浅层中、粗砂层,采用振冲挤密法加固处理,文章介绍了施工和检验方法,保证了基础的承载力,取得了满意的施工效果。
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| 关 键 词： | 振冲挤密法 砂土地基 承载力 |
| 文章编号： | 1007-7359（2007）03-0169-02 |
| 修稿时间： | 2007-03-12 |
Treatment of Sandy Subgrade with Dynamic Consolidation and Check Analysis of its Bearing Capacity |
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| Xie Jiagao. Treatment of Sandy Subgrade with Dynamic Consolidation and Check Analysis of its Bearing Capacity[J]. Anhui Architecture, 2007, 14(3): 169-170 |
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| Authors: | Xie Jiagao |
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| Affiliation: | Anhui Foreign Economic Construction (Group |
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| Abstract: | The building of Benin's Foreign Ministry aided by the Chinese government was designed to have the bottom-rail foundation with two-way column and partially have the expanded foundation.The sandy bearing stratum was treated by dynamic consolidation.Special measures are adopted in construction that has guaranteed the bearing capacity of foundation and achieved sound effect. |
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| Keywords: | dynamic consolidation sandy subgrade bearing capacity |
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