| 地基基础不均匀沉降事故处理分析 |
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| 引用本文： | 刘汉平,钟辉红. 地基基础不均匀沉降事故处理分析[J]. 山西建筑, 2003, 29(11): 28-29 |
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| 作者姓名： | 刘汉平 钟辉红 |
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| 作者单位： | 深圳市农产品股份有限公司,广东,深圳,518019 |
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| 摘 要： | 针对某大楼地基出现不均匀沉降的情况，分析了事故产生的原因，通过采取石灰桩、加大基础、加设伸缩缝等加固措施，成功地控制了大楼的不均匀沉降。
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| 关 键 词： | 大楼 地基基础 基础不均匀沉降 石灰桩 加固 持力层厚度 伸缩缝 |
| 文章编号： | 1009-6825(2003)11-0028-02 |
| 修稿时间： | 2003-06-12 |
Treatment analysis on the uneven settlement of foundation |
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| LIU Han ping ZHONG Hui hong. Treatment analysis on the uneven settlement of foundation[J]. Shanxi Architecture, 2003, 29(11): 28-29 |
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| Authors: | LIU Han ping ZHONG Hui hong |
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| Abstract: | According to uneven settlement of the foundation of one building in this article the causing reasons is analyzed and corresponding reinforcement measures such as enlarging foundation, adding expansion joints and quicklime pile strengthening are proposed, which successfully control the uneven settlement of the building. |
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| Keywords: | uneven settlement of the building quicklime pile strengthening thickness of supporting course |
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