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新吹填淤泥地基浅层处理试验研究

YING Shu,GAO Chang-sheng,HUANG Jia-qing

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering（2010）

Cited 6|Views2
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Abstract
新吹填淤泥具有超软、超含水率等不利的工程特性,使得其对后期的地基处理提出了很高的要求,结合某新吹填淤泥工程,对取消排水挚层后的浅层地基处理进行了现场试验研究.研究结果表明,在取消排水垫层后,采用浅层处理方法对新吹填淤泥进行处理,可使处理深度范围内的吹填淤泥强度得到明显增长,使新吹填淤泥表层在较短时间内形成了一个很好的硬壳层.
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Key words
Dredged silt,Soft-ground treatment,Surface-layer improvement,Vacuum preloading
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