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膨胀土的强度特性研究
引用本文:谭罗荣,孔令伟.膨胀土的强度特性研究[J].岩土力学,2005,26(7):1009-1013.
作者姓名:谭罗荣  孔令伟
作者单位:中国科学院岩土力学重点实验室,430071
基金项目:国家自然科学基金项目(No.19972068),中国科学院武汉岩土力学研究所知识创新工程项目。
摘    要:研究了膨胀土的强度指标c,?与含水量ω、干密度γd及饱和度sr的关系,以及强度与膨胀压力p之间的关系,结果表明:c,tan?和γd,sr,ω的关系与膨胀压力p和γd,sr,ω的关系相似;任何状态的膨胀土的强度,皆可表示为饱和状态的强度和吸力引起的,并可用不同状态土的膨胀压力表示的附加强度两部份。

关 键 词:膨胀土  强度  膨胀压力  干密度  饱和度  含水量
文章编号:1000-7598-(2005)07-1009-05
收稿时间:2004-04-07
修稿时间:2004年4月7日

Study on strength bebavior of expansive soil
TAN Luo-rong,KONG Ling-Wei.Study on strength bebavior of expansive soil[J].Rock and Soil Mechanics,2005,26(7):1009-1013.
Authors:TAN Luo-rong  KONG Ling-Wei
Institution:Key laboratory of Rock and Mechanics,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
Abstract:The relationships between strength indexes c, ? and dry density ,degree of saturation sr,water content ?, strength and swelling pressure p of expansive soil are researched. The results show that the relationship between c,tan? and , sr, ? are similar to that of between swelling pressure p and , sr, ?;the strength of expansive soil under any state can be represented both by strength under saturated state and addition strength produced by suction; and the latter can be represented by swelling pressure of soil in various states.
Keywords:expansive soil  strength  swelling pressure  dry density  saturation degree  water content  
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