吹填淤泥地基加固方法研究:现状与展望  

Reinforcement Method of Foundation Formed by Dredger Filled Silt: Review and Outlooks

作　　者：李明东[1] 丛新[1] 张志峰 张志卿 朱文谨[1] 田安国[1] 

机构地区：[1]淮海工学院土木工程学院,江苏连云港222005 [2]连云港市城乡建设局,江苏连云港222000 [3]中交广州航道局有限公司,广东广州510221

出　　处：《江苏建筑》2016年第3期86-88,99,共4页Jiangsu Construction

基　　金：国土资源部海岸带开发与保护重点实验室开放课题(2015CZEPK04);住房和城乡建设部科学技术计划项目(2015-K6-001);江苏省海洋资源开发院开放课题(JSIMR201501)

摘　　要：吹填淤泥造陆既能解决淤泥的堆放问题,又能提供大面积建设用地。总结分析了淤泥地基加固方法 :堆载预压法、真空预压技术及几种复合方法的研究现状,得出这些方法的适用性及局限性,发现复合加固方法是地基处理发展的一个典型趋势。Land formation by dredger filled silt can not only solve the problem of silt piling, but also can provide a large area of construction land. The research status of the reinforcement methods of silt foundation are summarized and analyzed, including the surcharge preloading method, the vacuum preloading method and several kinds of composite methods. The applicability and limitation of these methods are obtained. The composite method is a typical trend with the development of foundation treatment.

关 键 词：淤泥地基加固 软土加固 复合方法 

分 类 号：TU471.8[建筑科学—结构工程]