| 真空降水加固高路堤深厚软基应用研究 |
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| 引用本文： | 黄建军.真空降水加固高路堤深厚软基应用研究[J].山西建筑,2007,33(21):106-107. |
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| 作者姓名： | 黄建军 |
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| 作者单位： | 天津市地质工程勘察院,天津 300384 |
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| 摘 要： | 从应力路径的角度出发，详细分析了真空降水预压技术加固桥坡深厚软土地基的机理，结合实际工程，分析了真空降水预压加固高填土桥坡软基的技术特点、加固效果，为防治桥头跳车提供了一条新的思路和途径。
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| 关 键 词： | 应力路径 高路堤软土地基 真空降水预压 |
| 文章编号： | 1009-6825（2007）21-0106-02 |
| 修稿时间： | 2007-04-04 |
Applied research of vacuum rainfall reinforced road bank thick soft base |
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| HUANG Jian-jun.Applied research of vacuum rainfall reinforced road bank thick soft base[J].Shanxi Architecture,2007,33(21):106-107. |
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| Authors: | HUANG Jian-jun |
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| Affiliation: | HUANG Jian-jun |
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| Abstract: | Started from stress route, it analyzes the principles of vacuum rainfall reinforced road bank thick soft base. Combined with practical project, it analyzes the skill features and reinforced effect of vacuum rainfall reinforced bridge slope soft base, offers a new thought and way of protecting bridge jumping. |
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| Keywords: | stress route road bank soft base vacuum rainfall pressure |
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