| 真空预压新吹填土软基出现软弱夹层原因及处理方案探讨 |
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| 引用本文： | 陈火见.真空预压新吹填土软基出现软弱夹层原因及处理方案探讨[J].城市道桥与防洪,2008(10):88-90. |
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| 作者姓名： | 陈火见 |
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| 作者单位： | 中船第九设计研究院工程有限公司,上海市,200063 |
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| 摘 要： | 该文分析了在新近吹填土通过真空预压软基处理后，局部存在软弱夹层的原因，结合后续用地要求，探讨了该软弱夹层的处理方案，为今后类似工程提供借鉴。
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| 关 键 词： | 真空预压 软弱夹层 原因分析 处理方案 |
Analysis on Reason of Recently Hydraulic Fill Partially Existing in Weak Band by Vacuum Precompression of Weak Subgrade and Approach to Treatment Scheme |
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| Chen Huojiang.Analysis on Reason of Recently Hydraulic Fill Partially Existing in Weak Band by Vacuum Precompression of Weak Subgrade and Approach to Treatment Scheme[J].Urban Roads Bridges & Flood Control,2008(10):88-90. |
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| Authors: | Chen Huojiang |
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| Abstract: | The article analyzes the reason of the recently hydraulic fill partially existing in weak band after the vacuum precompression of weak subgrade.Combined with the following land require- ment,the article approaches the treatment scheme of this weak band for providing the reference to the similar projects in the future. |
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| Keywords: | vacuum precompression weak band reason analysis treatment scheme |
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