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疏浚泥固化处理进行填海工程的现场试验研究
引用本文:朱伟,冯志超,张春雷,谢健.疏浚泥固化处理进行填海工程的现场试验研究[J].中国港湾建设,2005(5):27-30.
作者姓名:朱伟  冯志超  张春雷  谢健
作者单位:[1]河海大学环境科学与工程学院,江苏南京210098 [2]河海大学岩土工程研究所,江苏南京210098 [3]国家海洋局南海海洋工程勘察与环境研究院,广东广州510300
基金项目:国家自然科学基金资助项目(50379011)
摘    要:疏浚泥固化处理后用作填方用土是疏浚泥处理的有效方法,但在我国还没有在实际工程中应用过。结合我国实际条件,在现场进行了疏浚泥固化处理的施工、浇筑,并对填筑地基进行了取样强度试验和原位静力触探试验研究。结果表明固化土的强度随水泥掺加量的增加呈线性增长,浇筑地基取样的强度比室内制样强度降低10%~50%,填筑地基的承载力可以满足填海工程地基设计的要求,疏浚泥固化处理土可以用作填海工程的材料。

关 键 词:疏浚泥  再生资源  固化处理  填海工程  现场试验
文章编号:1003-3688(2005)05-0027-04
收稿时间:2005-05-17
修稿时间:2005年5月17日

Field Experiment of Dredged Spoil Solidified with Cement for Marine Reclamation Works
ZHU Wei, FENG Zhi-chao, ZHANG Chun-lei, XIE Jian.Field Experiment of Dredged Spoil Solidified with Cement for Marine Reclamation Works[J].China Harbour Engineering,2005(5):27-30.
Authors:ZHU Wei  FENG Zhi-chao  ZHANG Chun-lei  XIE Jian
Abstract:Dredged spoils being treated by solidification method provides an effectual way to convert dredged spoils into useful filling materials. The method has not been used in practical projects in China. The authors carried out an in-situ experiment of dredged spoils stabilized by cement at Yantian Port, Shenzhen, China. The unconfined compression tests and in-situ Static Cone Penetration tests were conducted on the foundation pits filled with stabilized dredged spoils. The unconfined compression strength has a linear relationship with the cement content, the strength of samples taken from the foundation decreased 10%-50% to that of samples made in the laboratory. The bearing capacity of the spoil-filled foundation can meet the demand of port engineering, and dredged spoil solidified with cement may be used as fill material for marine reclamation works.
Keywords:dredged spoil  reclaimed resources  solidification  ocean filling project  field experiment
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