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有机质污染下红黏土物理力学特性变化规律分析
引用本文:刘宝臣,唐黔,张晨富,杨柏,潘宗源.有机质污染下红黏土物理力学特性变化规律分析[J].路基工程,2014,0(3):12-16.
作者姓名:刘宝臣  唐黔  张晨富  杨柏  潘宗源
作者单位:桂林理工大学土木与建筑工程学院, 广西桂林 541004
基金项目:广西研究生教育创新计划资助项目(YCSZ2014156);广西自然科学基金重点项目(2010GXNSFD013011)
摘    要:桂林地区分布的红黏土,具有高液塑限、高含水率和较高承载力等特点。通过有机质影响红黏土的作用机理进行分析,采用室内试验的手段和单因子的试验方法,改变有机质的掺量和含水率,来研究有机质红黏土的物理力学性质指标的变化规律。结果表明:随着有机质含量的增加,试样的液限、塑限、塑性指数呈现出一定的增长规律。随着有机质含量的增加,在一定范围内,试样的抗剪强度不断减少而压缩性不断的增加。随着含水率的增加,试样的抗剪强度不断减少而压缩性不断的增加。

关 键 词:红黏土    有机质    含水率    单因子    物理力学性质
收稿时间:2019-11-06

Analysis on Change Law of Physical and Mechanical Properties of Red Clay Contaminated by Organic Matter
Authors:LIU Baochen  TANG Qian  ZHANG Chenfu  YANG Bai  PAN Zongyuan
Institution:(College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, Guangxi, China)
Abstract:The red clay distributed in Guilin region has high liquid-plastic limit, high moisture content and high bearing capacity. In this paper, the action mechanism of how organic matter affecting red clay was analyzed first and, by indoor tests and single-factor test method as well as with the change of the proportion of organic matter and moisture content, the change law of physical and mechanical properties of organic red clay was studied. The results show that as the content of organic matter increases, the liquid limit, plastic limit and plasticity index of the specimen present certain growth law, thus within a certain range, constantly, the shear strength of the specimen decreases while the compressibility increases; moreover, as the moisture content increases, constantly, the shear strength thereof decreases while the compressibility increases.
Keywords:red clay  organic matter  moisture content  single factor  physical and mechanical properties
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