| 真空-堆载联合预压法加固软土地基 |
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| 引用本文： | 范新荣,叶海霞.真空-堆载联合预压法加固软土地基[J].洛阳工业高等专科学校学报,2004,14(4):33-35. |
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| 作者姓名： | 范新荣 叶海霞 |
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| 作者单位： | 洛阳市建筑工程公司,河南,洛阳,471003 |
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| 摘 要： | 真空-堆载联合预压法是加固饱和软粘土的理想方法，通过试验，观测路基的表面沉降和水平位移，说明真空预压能使地基产生较大的沉降速率，同时提高路基的稳定性，侧向位移量和位移速率与荷载大小的相关性比较明显。
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| 关 键 词： | 真空-堆载 联合预压 砂井 固结 表面沉降 水平位移 沉降量 沉降速率 抗失稳 |
| 文章编号： | 1008-8814(2004)04-0033-03 |
| 修稿时间： | 2004年7月15日 |
The Vacuum-heap Carrying Consociation Pre-press Method to Reinforce the Saturated Soft Soil |
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| FAN Xin-rong,YE Hai-xia.The Vacuum-heap Carrying Consociation Pre-press Method to Reinforce the Saturated Soft Soil[J].Journal of Luoyang Technology College,2004,14(4):33-35. |
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| Authors: | FAN Xin-rong YE Hai-xia |
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| Abstract: | The method of the vacuum-heap carrying consociation Pre-press is an ideal method to reinforces the saturated soft soil, pass the experiment, observe the surface of roadbed sinking and move with the level, explaining that the vacuum Pre- press can make the foundation produce bigger sedimentation velocity, and raise the stability of the roadbed at the same time, the relativity between the quantity of the velocity and side offset toward load is obvious. |
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| Keywords: | Vacuum-heap carrying Consociation Pre-press Sand well Solid knot Surface sinking Parallel displacement Sedimentation rate Sedimentation velocity Anti-unsteady |
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