地震工程学报Issue(1)：6-10,5.DOI:10.3969/j.issn.1000-0844.2015.01.0006
黏粒和砂粒混合土体的动态液化性能研究
Dynamic Liquefaction Properties of Sand-Clay Mixture
摘要
Abstract
Field observations and laboratory studies indicate that sand with a certain amount clay can be easily dynamically liquefied under certain conditions and that the amount of clay has a com-plex impact on the liquefaction resistance of sand.Using a CKC dynamic tri-axial test system,the liquefaction resistance of sand samples with different clay content (0%,5%,and 10%)was inves-tigated.The results show that the sand sample with 5% clay had the lowest liquefaction resist-ance;the generation of pore water pressure is obviously effected by the clay content.The liquefac-tion mechanism of the sand-clay mixture is explained according to the experimental results.关键词
黏粒含量/抗液化/动三轴试验/循环应力比Key words
clay content/anti-liquefaction/dynamic tri-axial test/cyclic stress ratio分类
建筑与水利引用本文复制引用
唐小微,李涛,马玲,张西文..黏粒和砂粒混合土体的动态液化性能研究[J].地震工程学报,2015,(1):6-10,5.基金项目
国家自然科学基金项目(5107806) （5107806）
“九七三”国家重点基础研究发展计划项目(NO.2012CB013605-2) （NO.2012CB013605-2）
