[an error occurred while processing this directive] ������� 2011, 30(2) 296-300 DOI:     ISSN: 1004-5589 CN: 22-1111/P

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PubMed
Article by Peng, X. L. 1
Article by Wang, Q. 1
Article by Xia, Y. B. 2
Article by Chen, Y. J. 2
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������Ҥ�����ڹ��������������Ϊ��ˮ�ʣ� 120% �ij�������Ϊ�о��������Ĵ����������ô�װɳ������Ĥ��Ч�׾�80 �� 100 μm �Ϳ׾��� 75 μm ��3 ����ˮ�壬0. 4 m ��0. 8 m ��2 ����ˮ��࣬����6 ��������������Ԥѹ�������о���ͨ���Ա��������̬���г����Ż����㣬����3 ��ģ�ͽ��г���Ԥ�⣬��ϼ�������������Ϊ��ˮ����Ϊ0. 4 m����Ч�׾�≤75 μm �Ĺ���B ����ˮ��Ч����ѡ�

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Experiment on model box of dredger fill strengthening by vacuum preloading method
PENG Xiang-Lin-1, WANG Qing-1, XIA Yu-Bin-2, CHEN Yun-Jin-2
1�� College of Construction Engineering��Jilin University��Changchun 130026��China; 2�� CCCC Water Transportation Consultants Co�� ��Ltd��Beijing 100007��China
Abstract:

The soil dealt with the third project in Dayaowan of Dalian is ultra-soft soil with moisture content �� 120%�� In order to study the processing method of ultra-soft soil��the vacuum preloading experiment of 6 orthogonal model boxes has been done with three drainage bodies ( bagged sand well and two kinds of filter membrane with equivalent opening sizes are 80 �� 100 μm and �� 75 μm) and two drainage distances ( 0. 4 m and 0. 8 m) �� Using the three models for settlement prediction��through the optimization calculation of the surface settlement morphology�� the authors consider that the effect of domestic B-type drainage plate with drainage distance is 0. 4 m and equivalent opening size ≤75 μm is the best combined with monitoring and calculation��

Keywords: vacuum preloading   dredger fill   settlement morphology   consolidation settlement   model box  
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