[1]王俊梅,刘海宁.水库蓄水引发的地下水位抬升和渗控措施研究[J].水文地质工程地质,2011,38(5):115-119.
 WANG Jun-mei,LIU Hai-ning.Seepage control of unsaturated soil based on the SWCC[J].Hydrogeology & Engineering Geology,2011,38(5):115-119.
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水库蓄水引发的地下水位抬升和渗控措施研究()
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《水文地质工程地质》[ISSN:1000-3665/CN:11-2202/P]

卷:
38卷
期数:
2011年5期
页码:
115-119
栏目:
OA栏目
出版日期:
2011-09-15

文章信息/Info

Title:
Seepage control of unsaturated soil based on the SWCC
作者:
王俊梅;刘海宁;
华北水利水电学院;
Author(s):
WANG Jun-meiLIU Hai-ning
North China University of Water Conservancy and Hydroelectric Power,Zhengzhou 450045,China
关键词:
水库渗漏渗流控制非饱和土土水特征曲线
Keywords:
permeability seepage control unsaturated soil SWCC
分类号:
TV223.4
文献标志码:
A
摘要:
针对广阳水库蓄水后地下水抬升引起的周边土体由自然非饱和状到饱和状态这一变化过程,基于壤土、砂壤土的室内土水特征曲线试验结果,采用非饱和非稳定渗流有限单元法系统地分析了这一变化过程对库区周边工程地质条件的影响,论证了截渗沟对库区堤外防渗和渗控的有效性。利用WF非饱和应力路径三轴仪进行的壤土、砂壤土的土水特征曲线试验结果表明两种土体的土水特征曲线差别较大,基质吸力随含水量的变化呈现不一致性。非饱和非稳定渗流有限单元法计算分析结果表明截渗沟避免了坝后土层内浸润线大幅度提高,同时也避免了浸润线上部非饱和土体的含水量的大幅度增加,这可以减小次生盐碱化和浸没等问题的影响。
Abstract:
The change course of the soil in the foundation under the reservoir will change from natural state to unsaturated state to saturated state because of the increase of water content after sluice of the reservoir.The change course has been analyzed with the FEM of unstable and unsaturated base on the results in the lab.The engineering geology is influenced greatly by the course.The effect of the cut seep dyke can minish the influence of the change course.Based on the SWCC obtained from the test dat...

备注/Memo

备注/Memo:
基金:国家自然科学基金资助项目(50979081);;华北水利水电学院高层次人才科研启动项目(200833);;河南省基础与前沿技术研究项目(092300410053)
更新日期/Last Update: 2011-09-15