| 常规真空预压与低位真空预压软基加固方法比较 |
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| 引用本文： | 罗戌,顾长存,马殿光.常规真空预压与低位真空预压软基加固方法比较[J].水道港口,2004,25(3):163-167. |
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| 作者姓名： | 罗戌 顾长存 马殿光 |
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| 作者单位： | 1. 河海大学,南京,210098
2. 河海大学,南京,210098;交通部天津水运工程科学研究所,天津,300456 |
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| 基金项目： | 国家自然科学基金资助项目(编号:50379010) |
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| 摘 要： | 通过对比研究低位真空预压与常规真空预压技术在加固软基的机理、施工工艺和加固效果上的异同点,进一步论述这两种地基处理方法在工程实践中的应用条件,认为低位真空预压法更适用于码头堆料场、滨海火电厂粉煤灰堆场等工程中。
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| 关 键 词： | 真空预压 低位真空预压 比较分析 应用条件 |
| 文章编号： | 1005-8443(2004)03-0163-05 |
| 修稿时间： | 2004年2月6日 |
Comparison Between Traditional Vacuum Preloading and Low Location Vacuum Preloading |
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| Abstract: | Through comparing and analyzing the difference between traditional vacuum preloading and low location vacumm preloading in mechanism,construction technology and effectiveeness,the using conditions of these two soft soil foundation improving methods in engineering project is further discussed.And it's considered that the low location vacuum proloading method is more suitable to be used in the projects such as wharf stack-yard,littoral heat-engine plant,fly-ash stack-yard and so on. |
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| Keywords: | vacuum preloading low location vacuum preloading comparison and analysis using conditions |
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