| 分析路基冲击压实效果与土基松铺厚度的关系 |
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| 引用本文： | 王冠欣,韩克法,王红华.分析路基冲击压实效果与土基松铺厚度的关系[J].山西建筑,2011,37(25):136-137. |
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| 作者姓名： | 王冠欣 韩克法 王红华 |
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| 作者单位： | 青岛市公路管理局,山东青岛,266061 |
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| 摘 要： | 首先指出路基工程采用冲击压实技术时,一次松铺厚度的大小直接决定着压实效果及压实施工的难易程度,通过实际工程现场压实试验,分析了冲击压实技术对不同松铺厚度土基的压实效果,最后提出合理的松铺厚度。
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| 关 键 词： | 冲击压实技术 松铺厚度 压实效果 |
Analysis on the relationship between subgrade impact compaction effect and impact soil base loose laying depth |
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| WANG Guan-xin HAN Ke-fa WANG Hong-hua.Analysis on the relationship between subgrade impact compaction effect and impact soil base loose laying depth[J].Shanxi Architecture,2011,37(25):136-137. |
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| Authors: | WANG Guan-xin HAN Ke-fa WANG Hong-hua |
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| Affiliation: | WANG Guan-xin HAN Ke-fa WANG Hong-hua |
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| Abstract: | This paper firstly pointed that while subgrade engineering adopted impact compaction technology,the size of a loose laying depth directly determined the difficulty level of compaction effect and compaction construction,through the practical engineering fi |
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| Keywords: | impact compaction technology loose laying depth effectiveness of compaction |
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