| 饱和吹填软土地基的加固效果分析 |
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| 引用本文： | 朱允伟,韩选江.饱和吹填软土地基的加固效果分析[J].山东建筑工程学院学报,2006(6). |
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| 作者姓名： | 朱允伟 韩选江 |
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| 作者单位： | 南京工业大学岩土工程研究所 江苏南京210009 |
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| 摘 要： | 首先对强夯法在处理饱和吹填软土地基时所遇到的问题进行了总结,然后介绍了一种能有效解决这些问题的地基处理方法—真空动力固结法。结合某工程饱和吹填软土地基所采取的真空动力固结试验,从地面变形规律、承载力、有效加固深度、振动效应等方面评价了真空动力固结方法处理饱和吹填软土地基的效果,得到了一些有价值的结论,可供类似工程应用时参考。
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| 关 键 词： | 真空动力固结 强夯 吹填软土 地面变形规律 有效加固深度 |
Study on the treatment effect of saturated dredger soft soil |
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| ZHU Yun-wei,HAN Xuan-jiang.Study on the treatment effect of saturated dredger soft soil[J].Journal of Shandong Institute of Architecture and Engineering,2006(6). |
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| Authors: | ZHU Yun-wei HAN Xuan-jiang |
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| Abstract: | This article generalized the problems caused by the dynamic consolidation when it was used for the treatment of the saturated dredger soft soil,and introduced a useful method-Vacuum Dynamic Consolidation.According to the features of the saturated dredger soft soil of a project,a site test was adopted with the VDC(vacuum dynamic consolidation) method.The analysis of the treatment effect by different aspects,as ground deformation law,bearing capacity,effective consolidated depth and vibrate effect,provided some utility experience for the similar projects. |
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| Keywords: | vacuum dynamic consolidation dynamic consolidation saturated dredger soft soil ground deformation law effective consolidated depth |
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