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| 软土路基沉降量差异的原因分析 | |
| 引用本文： | 梁晨. 软土路基沉降量差异的原因分析[J]. 城市道桥与防洪, 2007, 0(2): 20-22 |
| 作者姓名： | 梁晨 |
| 作者单位： | 北京市市政工程设计研究总院,北京市,100045 |
| 摘 要： | 软土路基在施工期间若沉降量过大,会造成工程造价的大幅度增加。为避免这种现象发生,该文从理论和实践等几个方面分析沉降差异的原因,并根据工程经验提出解决方法。 |
| 关 键 词： | 软土路基 沉降量 固结沉降 |
| 文章编号： | 1069-7716(2007)02-0020-03 |
| 修稿时间： | 2006-12-06 |
Reason Analysis of Settlement Difference of Soft Soil Roadbed |
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| Liang Chen. Reason Analysis of Settlement Difference of Soft Soil Roadbed[J]. Urban Roads Bridges & Flood Control, 2007, 0(2): 20-22 | |
| Authors: | Liang Chen |
| Abstract: | The soft soil roadbed during the construction if over-large settlement will cause the engineering construction cost greatly to be increased. In order to avoid this appearance, the article analyzes the reasons of the settlement differences from the theoretical and practical aspects, and puts forward the solving methods on the engineering experience. |
| Keywords: | soft soil roadbed settlement consolidation settlement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |