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无砂垫层真空预压法提高吹填淤泥地基承载力试验研究
引用本文:董江平,张雄壮,洪雷,宋恩润.无砂垫层真空预压法提高吹填淤泥地基承载力试验研究[J].水利与建筑工程学报,2010,8(4):131-133,180.
作者姓名:董江平  张雄壮  洪雷  宋恩润
作者单位:1. 中交上航局航道建设有限公司,浙江,宁波,315200
2. 河海大学,岩土工程研究所,江苏,南京,210098
摘    要:本文结合温州吹填地基处理工程现场试验,对无砂垫层真空预压法在超软海底淤泥吹填的欠固结土的工艺和加固效果进行了研究,并对加固前后的土体物理力学特性变化进行了总结。结果表明,无砂垫层真空预压法在工艺上经济、可行,在加固效果上是有效的,可在类似工程中推广。

关 键 词:吹填淤泥地基  无砂垫层真空预压  加固效果

Research on Improvement Effect of No-sand Cushion Vacuum Preloading in Reclaimed Silt Foundation
DONG Jiang-ping,ZHANG Xiong-zhuang,HONG Lei,SONG En-run.Research on Improvement Effect of No-sand Cushion Vacuum Preloading in Reclaimed Silt Foundation[J].Journal of Water Resources Architectural Engineering,2010,8(4):131-133,180.
Authors:DONG Jiang-ping  ZHANG Xiong-zhuang  HONG Lei  SONG En-run
Abstract:The applicability of the no-sand cushion vacuum preloading method is discussed here.The effect and technology of the method in unconsolidated soil are also studied through the field tests of Wenzhou hydraulic filling foundation engineering.The results show that this method is effective in improving the bearing capacity of ultra-soft foundation,and could be popularized in similar projects.
Keywords:reclaimed silt foundation  no-sand cushion vacuum preloading  reinforcement effect
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