[an error occurred while processing this directive] ������� 2011, 30(2) 289-295 DOI:     ISSN: 1004-5589 CN: 22-1111/P

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PubMed
Article by Zhang, Y. 1
Article by Wang, Q. 1
Article by Wang, Y. J. 2
Article by Ma, J. H. 3
Article by Yang, J. 4
Article by Wang, J. L. 4
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Consolidation properties of dredger fill under surcharge preloading in coast region of Tianjin
ZHANG Ying-1, WANG Qing-1, WANG Yu-Jie-2, MA Jun-Hua-3, YANG Jing-4, WANG Ji-Liang-4
1�� College of Construction Engineering��Jilin University��Changchun 130026��China; 2�� Testing Scientific Experiments Center��Jilin University��Changchun 130026��China; 3�� Shenyang Design and Research Institute��Sino-coal Engineering Group��Shenyang 110015��China; 4�� The Three Gorges Investigation Institute Co�� ��Ltd��Wuhan 430074��China
Abstract:

Dredger fill making roads is an effective way to solve the land shortage in coastal areas�� In order to quicken drainage consolidition and shorten the construction period of dredger fill��taken the dredger fill in coast region of Tianjing as studied object��the basic properties and subsidence characteristics of dredger fill in Tianjin were studied by water subsidence and laboratory tests without external force self-weight consolidation�� The consolidation and subsidence characteristics of dredger fill in Tianjin has been obtained through the quantitative analysis of the consolidation degree and velocity��and its evaluation�� The results showed that the graduated compression constant amplitude waterhead inhabited the formation of low permeability soil to some extent�� The consolidation degree closed to 100% when the waterhead was 45 cm�� The consolidation degree was better with the closer distence from drain�� The permeability decreased and the soil tended to consolidation when the accumulation load increased��

Keywords: surcharge preloading   dredger fill   settlement   pore water pressure   consolidation properties  
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1�� ������1, ����1, ������2, �ξ�1, ����3, ��Т��4.������϶���Ԥѹ�ӹ�����Ĺ��̵�������[J]. �������, 2009,28(1): 115-138

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