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《Port Engineering Technology》 2007-01
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Study on test of high vacuum compact method for reclaimed ground improvement

WU Ya-jun~1,ZHANG Men-xi~1,Xu Shi-long~2(1.College of Civil Engineering,Shanghai University,Shanghai 200072;2.Shanghai Harbor Soft Soil Treatment Lnc.,Shanghai 200081,China)  
test of high vacuum compact method for reclaimed ground improvement was carried out.Based on the test,parameters for tamping are adjusted accordingly.Effect of ground improvement is explored per tamping.After construction,improved ground is tested by static penetration test and loading plate test.The test results show that high vacuum compact method has many advantages such as short construction duration and better effect.
【Fund】: 中国博士后科学基金资助(编号为2004035494);;
【CateGory Index】: TU472
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