A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution

被引:1
|
作者
Hu, R. [1 ,2 ]
Chen, Y. -F. [1 ,2 ]
Liu, H. -H. [3 ]
Zhou, C. -B. [1 ,2 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan, Peoples R China
[2] Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan, Peoples R China
[3] Univ Calif Berkeley, Lawrence Berkeley Natl Lab, Div Earth Sci, Berkeley, CA 94720 USA
来源
GEOTECHNIQUE | 2013年 / 63卷 / 16期
基金
中国国家自然科学基金;
关键词
constitutive relations; fabric/structure of soils; partial saturation; permeability; suction; MERCURY INTRUSION; BEHAVIOR; CLAY; PERMEABILITY; COMPACTION; EVOLUTION; DENSITY; MICROSTRUCTURE; CONSOLIDATION;
D O I
10.1680/geot.12.P.182
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a hysteretic water retention curve (WRC) and unsaturated hydraulic conductivity model for deformable soils based on the change in pore-size distribution (PSD). The PSD plays a decisive role in the water retention behaviour of soils. Although its evolution during deformation is rather complicated, experimental data showed that the overall shapes and distribution characteristics of the PSD function are not significantly altered. Based on these findings, the PSD function at a deformed state is obtained by horizontal shifting and vertical scaling of the corresponding PSD function at a reference state. On this basis, a hysteretic WRC model is formulated to account for the influences of deformation and hysteresis on the variation of saturation, using seven model parameters with clear physical meanings. The proposed model is then incorporated in the Mualem model to predict the unsaturated hydraulic conductivity for deformable soils, using only one additional parameter. A large number of published laboratory tests are used to validate the proposed model, showing that it can reasonably capture important features of retention and permeability properties for deformable soils in most cases under consideration.
引用
收藏
页码:1389 / 1405
页数:17
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