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非饱和黄土渗透性的试验研究
引用本文:梁燕,谢永利,刘保健,于友成.非饱和黄土渗透性的试验研究[J].水文地质工程地质,2006,33(2):27-30.
作者姓名:梁燕  谢永利  刘保健  于友成
作者单位:长安大学公路学院,特殊地区公路工程教育部重点实验室,西安,710064
摘    要:通过对甘肃陇西地区的湿陷性黄土做现场浸水试验和室内渗透试验、粒度分析试验,得到了陇西黄土的渗透系数(K20)随孔隙比(e)和吸力(s)的变化规律,为研究黄土浸水入渗规律,求解湿陷性黄土非稳态渗流方程做了必要的准备。

关 键 词:湿陷性黄土  渗透系数  水分特征曲线  体积含水量  吸力  粒度成分
文章编号:1000-3665(2006)02-0027-04
收稿时间:2005-06-06
修稿时间:2005-12-20

A test study of the permeability of unsaturated typical loess
LIANG Yan,XIE Yong-li,LIU Bao-jian,Yu You-cheng.A test study of the permeability of unsaturated typical loess[J].Hydrogeology and Engineering Geology,2006,33(2):27-30.
Authors:LIANG Yan  XIE Yong-li  LIU Bao-jian  Yu You-cheng
Abstract:Coefficient of permeability of typical loess is obtained based on a large pooling permeation test of the loess in Gansu Province and a series of indoor tests. Changes in coefficient of permeability vs void ratio and suction of the loess are examined. It is necessary to solve the transient equation of water transport and determine the permeability of the loess.
Keywords:coefficient of permeability  moisture characteristic curve  volume water content  suction  granularity component
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