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红粘土渗透特性温度效应试验研究 被引量:4

Experimental Study on Temperature Effect of Red Clay Permeability Characteristics
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摘要 采用TST-55型渗透仪和自行研制的加热装置,系统研究了南昌地区典型红粘土在27、50、65、80℃和95℃等5种温度下的渗透特性。结果表明,红粘土渗透性随着温度的上升而增大,且温度效应受试样干密度和含水率的影响;渗透系数随着初始干密度的增大呈下降趋势,且下降幅度逐步收窄;温度效应在低密度情况下非常显著,干密度增大后温度效应不再明显;不同温度下存在一个初始含水率阈值与最大渗透系数相对应,且温度越高渗透系数越大;与初始含水率相比,初始干密度对渗透系数的影响更为显著。 The permeation characteristics of typical red clay in Nanchang area at the temperature of 27,50,65,80℃ and 95℃are systematically studied by using TST-55 permeation instrument and self-made heating device.The results show that,(a)the permeability of red clay increases with the increase of temperature,and the temperature effect is affected by the dry density and water content of the sample;(b)the permeability coefficient decreased with the increase of the initial dry density,and the decreasing range gradually narrowed;(c)the temperature effect is very significant in the case of low density,and the temperature effect is no longer significant after the dry density increased;(d)there is an initial moisture content threshold corresponding to the maximum permeability coefficient at different temperatures,and the higher the temperature is,the greater the permeability coefficient is;and(e)compared with the initial moisture content,the initial dry density has more significant influence on the permeability coefficient.
作者 朱厚影 薛凯喜 康国芳 陈国房 戴道文 田兴华 ZHU Houying;XUE Kaixi;KANG Guofang;CHEN Guofang;DAI Daowen;TIAN Xinghua(School of Civil and Architectural Engineering,East China University of Technology,Nanchang 330013,Jiangxi,China;China Railway 16st Bureau Group Road&Bridge Engineering Co.,Ltd.,Beijing 101500,China)
出处 《水力发电》 北大核心 2020年第10期111-116,共6页 Water Power
基金 江西省自然科学基金项目(20192BAB206045) 国家自然科学基金资助项目(41462011) 江西省教育厅科技项目(GJJ170485)。
关键词 红粘土 渗透性试验 渗透系数 温度效应 red clay permeability test permeability coefficient temperature effect
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