| 强夯法处理湿陷性黄土地基的应用分析研究 |
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| 引用本文： | 郭喜庄,卢玉东,刘兴华. 强夯法处理湿陷性黄土地基的应用分析研究[J]. 山西建筑, 2008, 34(8): 131-132 |
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| 作者姓名： | 郭喜庄 卢玉东 刘兴华 |
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| 作者单位： | 1. 河南省地质矿产勘查开发局第三地质调查队,河南信阳,464000
2. 长安大学,陕西西安,710054 |
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| 摘 要： | 阐述了强夯法的主要特点，结合某办公大楼工程概况及场地工程地质条件，分析研究了强夯法处理湿陷性黄土地基的效果，分析结果表明，强夯法是处理湿陷性黄土地基的一种有效方法，值得推广使用。
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| 关 键 词： | 湿陷性黄土地基 承载力 强夯法 地质条件 |
| 文章编号： | 1009-6825（2008）08-0131-02 |
| 收稿时间： | 2007-09-10 |
| 修稿时间： | 2007-09-10 |
Study on the application of dynamic consolidation method in collapsible loess foundation treatment |
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| GUO Xi-zhuang,LU Yu-dong,LIU Xing-hua. Study on the application of dynamic consolidation method in collapsible loess foundation treatment[J]. Shanxi Architecture, 2008, 34(8): 131-132 |
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| Authors: | GUO Xi-zhuang LU Yu-dong LIU Xing-hua |
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| Affiliation: | GU0 Xi-zhuang, LU Yu-dong ,LIU Xing-hua |
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| Abstract: | The main characteristics of dynamic consolidation method are elaborated. Combined with the general engineering situations and engineering geological conditions of one office building the application effects of dynamic consolidation method in collapsible loess foundation treatment are analytically studied. Results show dynamic consolidation is one effective method in collapsible loess foundation treatment, which is worthy of being popularized. |
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| Keywords: | collapsible loess foundation bearing capacity dynamic consolidation geological condition |
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