| 湿陷土路基基底施工处理技术分析 |
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| 引用本文： | 王敏初.湿陷土路基基底施工处理技术分析[J].交通科技与经济,2014(3):101-104. |
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| 作者姓名： | 王敏初 |
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| 作者单位： | 福建省交通建设工程监理咨询公司,福建福州350001 |
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| 摘 要： | 针对湿陷性黄土路基基底在受到水份侵蚀或外力作用时易产生变形的特点,选择湿陷性等级较低的路段,分别采用加冲击碾压和重锤夯实的施工方法进行深层处理,从施工技术方法、注意事项路段选择等方面进行论述。结果表明:该技术在特殊路基基底施工处理方面取得较好的施工效果,具有一定的实际应用价值。
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| 关 键 词： | 湿陷土 重锤夯实 冲击碾压 路基基底 |
Construction Collapsible Handle Related Technical Analysis of Soil Subgrade |
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| WANG Min-chu.Construction Collapsible Handle Related Technical Analysis of Soil Subgrade[J].Technology & Economy in Areas of Communications,2014(3):101-104. |
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| Authors: | WANG Min-chu |
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| Institution: | WANG Min-chu (Fujian Provincial Communications Consulting Company, Fuzhou 350001, China) |
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| Abstract: | Based on the deformation of collapsible loess subgrade basement character is easy to produce by water erosion and force condition is more serious, select the collapsible grade lower sections, respectively, the impact compaction and heavy bad real construction methods for deep processing, construction technique, notice point and constraction section selection were discussed, and the results show that the technology has good construction effect inspecial subgrade construction, has certain practical value. |
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| Keywords: | collapsible soil degradation hammer impact compaction subgrade base |
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