A flexible soil-water characteristic curve model considering physical constraints of parameters

被引:8
|
作者
Fang, Qidong [1 ]
Ren, Xingwei [1 ]
Zhang, Bo [2 ]
Chen, Xiaojun [3 ]
Guo, Zeyu [1 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
[2] Tibet Energy Co Ltd, Lhasa 851414, Tibet, Peoples R China
[3] China Univ Geosci, Fac Earth Resources, Wuhan 430074, Peoples R China
关键词
Soil -water characteristic curve; Parameter analysis; Residual saturation; Residual suction; Air entry value; HYDRAULIC CONDUCTIVITY; CHARGED SURFACES; RETENTION CURVE; PERMEABILITY; BEHAVIOR; RANGE; PREDICTION; SEDIMENTS; EQUATION;
D O I
10.1016/j.enggeo.2022.106717
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Most soil-water characteristic curve (SWCC) models contain more than three parameters, but these parameters typically do not have a distinct geometric or physical meaning, or the parameters used are inaccurate because of their high reliance on inverse parameter estimation methods. This phenomenon greatly limits the application of SWCC in the study of mechanical and hydraulic properties of unsaturated soils. To explore the nature of SWCC, this paper reexamines the role of the parameters in the two most commonly used SWCC models from the perspective of the relationship between capillary and adsorbed water. A new and flexible SWCC model (named the MVF model) with four parameters is proposed, which can separate the two different regions by physical constraints on the residual saturation Sr and residual suction psi r. Ten published experimental data sets are compiled to evaluate the performance of the MVF model by comparing it with both the existing models and the experimental data. The MVF model shows excellent performance in terms of goodness of fit, and the fitting parameters are provided with a clear geometric meaning, which helps to establish the connection between the basic properties of the soil and the SWCC. This study consolidates the application and reliable determination of SWCC in estimating the mechanical and hydraulic properties of unsaturated soils.
引用
收藏
页数:15
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