| 真空-覆水联合预压法加固大面积软土地基的工程实践 |
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| 引用本文： | 刘和文.真空-覆水联合预压法加固大面积软土地基的工程实践[J].安徽建筑,2007,14(5):74-76. |
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| 作者姓名： | 刘和文 |
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| 作者单位： | 合肥市供电公司,安徽,合肥,230001 |
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| 摘 要： | 文章结合某工程的软基处理的实践,研究了真空-覆水联合预压法加固机理和效果,并与真空预压法和堆载预压法进行了比较。通过现场研究表明,该加固方法在提高超软大面积地基承载力方面效果显著。
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| 关 键 词： | 真空预压 真空-覆水联合预压法 地基承载力 加固效果 |
| 文章编号： | 1007-7359（2007）05-0074-03 |
| 修稿时间： | 2007-06-20 |
Application of Vacuum-heaped Preloading to the Consolidation of Extensive Soft Foundation |
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| Liu Hewen.Application of Vacuum-heaped Preloading to the Consolidation of Extensive Soft Foundation[J].Anhui Architecture,2007,14(5):74-76. |
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| Authors: | Liu Hewen |
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| Affiliation: | Hefei Power Supply Company. Hefei 230001, China |
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| Abstract: | The paper studies the consolidation mechanism and effect of vacuum-heaped preloading in a soft foundation treatment project and makes comparison with that of the vacuum preloading and heaped preloading.Engineering proves that it is effective to consolidate the extensive soft foundation with vacuum-heaped preloading. |
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| Keywords: | vacuum preloading vacuum-heaped preloading bearing capacity of foundation consolidation effect |
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