摘要
采用室内试验方法,对广东省云浮地区块状煤系土的物理力学性质进行研究,重点论述了块状煤系土抗剪强度的变化规律,建立了具有实用价值的经验性公式.研究结果表明含水率与强度关系密切,粘聚力受含水率影响较大,内摩擦角受含水率影响较小.通过室内试验和理论分析,为工程中合理利用煤系土提供借鉴依据.
According to the results of tests in laboratory,the geotechnical properties and some laws of shear strengthproperties of the giant soil of coal measure strata are discussed empheatically. And the paper gives the empiricalformulas with practical value. The research would indicate that its water content is closely related to shear strength,and cohesive strength is affected greatly by water content while friction angle is small. It will be helpful in the actualprojects through the tests and theoretical research.
出处
《河南科学》
2014年第11期2309-2312,共4页
Henan Science
基金
中央高校基本科研业务费项目(2012B03014)
广东省交通运输厅科技项目(科技-2012-02-013)
关键词
物理力学性质
煤系土
抗剪强度
physico-mechanical properties
soil of coal
shearing strength