Seepage analysis of unsaturated soil levee slopes in lower reaches of Yellow River
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Seepage analysis of unsaturated soil levee slopes in lower reaches of Yellow River
Vol. 27, Issue 10期 刊出日, (2006)
作者机构:
1. 中国科学院地质与地球物理研究所 工程地质力学重点实验室,北京,100029
2. 华北水利水电学院 岩土工程系,郑州,450008
作者简介:
基金信息:
DOI:
CLC:TU457
Online First:29 November 2013,
Published:2006
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LIU Hai-ning, WANG Jun-mei, WANG Si-jing, et al. Seepage analysis of unsaturated soil levee slopes in lower reaches of Yellow River[J]. 2006, 27(10期 刊出日).
DOI:
LIU Hai-ning, WANG Jun-mei, WANG Si-jing, et al. Seepage analysis of unsaturated soil levee slopes in lower reaches of Yellow River[J]. 2006, 27(10期 刊出日).DOI:
Seepage analysis of unsaturated soil levee slopes in lower reaches of Yellow River
The permeability coefficient of the unsaturated soil can be got from the seepage test with the triaxial test instrument for unsaturated soils controlled by stress and strain in the laboratory. Based on this
under the environment of rain and flood we analyze the variability of the seepage field of unsaturated levee slopes in the lower reaches of Yellow River with the finite element method. From this we get the extent influenced by rain or flood infiltration in front of the saturation curve. The extent is about 2 meters. We analyze the co-operated influence of rain and flood infiltration and get that whether the flood infiltration can easily change the seepage field or not is determined by the rainfall intensity and rainfall duration.