| 滨海软土工程特性及其加固效果分析 |
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| 引用本文： | 刘俊洪,陈斌. 滨海软土工程特性及其加固效果分析[J]. 西部探矿工程, 2005, 17(9): 8-9 |
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| 作者姓名： | 刘俊洪 陈斌 |
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| 作者单位： | 广东省地质物探工程勘察院,广东,广州,510800 |
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| 摘 要： | 深圳市宝安区淤泥土层次稳定，厚度较小．具有含水量高、压缩性大、强度低、易受扰动等工程地质特征．属结构性土，快速填土将引起其强度降低。通过对宝安新中心开发区道路软土地基处理效果分析，论述了动力排水固结法、粉喷桩法和强务块石墩法在加固处理滨海软土地基在技术上是可行的。
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| 关 键 词： | 软土地基 工程地质特征 加固处理 效果 |
| 文章编号： | 1004-5716(2005)09-0008-02 |
Analysis on Engineering Characters of Coastal Soft Soil and Its Reinforcing Results |
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| LIU Jun-hong,CHEN Bin. Analysis on Engineering Characters of Coastal Soft Soil and Its Reinforcing Results[J]. West-china Exploration Engineering, 2005, 17(9): 8-9 |
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| Authors: | LIU Jun-hong CHEN Bin |
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| Abstract: | The sludge in Bao'an in Shenzhen city is stable in gradation and fairly small in thickness. It has such engineering geology characters as high water content, great compressibility, weak intensity and easily disturbed, belonging to structural soil. Its intensity will be reduced when being filled with soil quickly. By the effect analysis of road soft soil ground treatment in Bao'an new central development district, It has been expounded that dynamic drainage consolidation, powder-jet pile and dynamic consolidation debris pier are practical technical methods of reinforcing and treating coastal soft soil ground. |
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| Keywords: | soft soil ground engineering geology character reinforce and treatment effect |
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