| 高真空击密法吹填土地基处理试验研究 |
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| 引用本文： | 武亚军,张孟喜,徐士龙.高真空击密法吹填土地基处理试验研究[J].港工技术,2007(1):43-46. |
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| 作者姓名： | 武亚军 张孟喜 徐士龙 |
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| 作者单位： | 1. 上海大学土木工程系,上海,200072
2. 上海港湾软地基处理工程有限公司,上海,200081 |
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| 摘 要： | 对于拟采用高真空击密法进行处理的某吹填土场地进行了地基处理试验研究。主要在初始施工参数的基础上通过信息化施工方法对其进行了调整与优化,施工过程中对每遍处理效果进行了监测,施工结束后通过静力触探试验与载荷板试验进行检测,试验结果表明高真空击密法具有地基处理工期短、效果好的优点。
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| 关 键 词： | 高真空击密 压力差排水 吹填土地基 试验研究 |
| 文章编号： | 1004-9592（2007）01-0043-04 |
| 修稿时间： | 2006-10-13 |
Study on test of high vacuum compact method for reclaimed ground improvement |
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| WU Ya-jun,ZHANG Men-xi,Xu Shi-long.Study on test of high vacuum compact method for reclaimed ground improvement[J].Port Engineering Technology,2007(1):43-46. |
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| Authors: | WU Ya-jun ZHANG Men-xi Xu Shi-long |
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| Institution: | 1. College of Civil Engineering, Shanghai University, Shanghai 200072 2. Shanghai Harbor Soft Soil Treatment Lnc., Shanghai 200081, China |
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| Abstract: | test of high vacuum compact method for reclaimed ground improvement was carried out.Based on the test,parameters for tamping are adjusted accordingly.Effect of ground improvement is explored per tamping.After construction,improved ground is tested by static penetration test and loading plate test.The test results show that high vacuum compact method has many advantages such as short construction duration and better effect. |
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| Keywords: | high vacuum compact method drainage with difference water pressure reclaimed ground test research |
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