防灾减灾工程学报2011，Vol.31Issue(1)：107-110,4.
碎石桩加固饱和粉土地基的抗液化特性
Characteristics of Liquefaction Resistance for Stone Columns Treated in Saturated Silt Ground
摘要
Abstract
Liquefaction of saturated silt is still an important topic remaining in geotechnical earthquake engineering besides liquefaction of sands. The risk of liquefaction and associated ground deformation can be reduced by various ground-improvement methods including the stone column technique. The effectiveness of stone columns for the prevention of soil liquefaction during an earthquake is often threefold: densification, drainage and the reduction of the total cyclic shear stress in the soil. However, there are obvious difference of characteristics of stone columns liquefaction resistance between in saturated silts and in sands.In this paper, a detailed review on effectiveness of densification, drainage and reinforcement of stone columns for the resistance of soil liquefaction during earthquakes is presented. The suggestions are offered for some problems worthy of further study.关键词
碎石桩复合地基/饱和粉土/抗液化Key words
composite foundation of stone columns/ saturated silt/ liquefaction resistence分类
建筑与水利引用本文复制引用
黄春霞,隋志龙,陈国兴..碎石桩加固饱和粉土地基的抗液化特性[J].防灾减灾工程学报,2011,31(1):107-110,4.基金项目
交通运输部西部交通建设科技项目(2009318225100)、南京工业大学学科基金项目(39713007)资助 （2009318225100）
