Predicting bimodal soil-water characteristic curves and permeability functions using physically based parameters

被引:111
作者
Li, X. [1 ]
Li, J. H. [2 ]
Zhang, L. M. [3 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Dept Geotech Engn, Beijing 100044, Peoples R China
[2] Harbin Inst Technol, Shenzhen Grad Sch, Dept Civil & Environm Engn, Shenzhen 518055, Peoples R China
[3] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Soil water characteristic curve; Dual-porosity; Permeability function; Unsaturated soil; Grain-size distribution; SIZE DISTRIBUTION; HYDRAULIC CONDUCTIVITY; SHEAR-STRENGTH; MODEL; HYSTERESIS; EQUATION; BEHAVIOR; CLAY;
D O I
10.1016/j.compgeo.2014.01.004
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Experimental evidence shows that a gap-graded soil or a widely-graded granular material may have a bimodal soil-water characteristic curve (SWCC) and a bimodal permeability function. A bimodal SWCC or a bimodal permeability function originates from a dual-porosity structure. To date, the prediction of bimodal SWCCs for gap-graded soils is still a difficult task. In this paper, a bimodal SWCC model is proposed to describe the drying process of granular soils considering a dual-porosity structure. The new SWCC model shows powerful capability in fitting the SWCCs for soils varying from gravel to silt. Regression analysis is conducted to establish empirical relations between the model parameters and the indexes of soil grain-size distribution (GSD). Based on these relations, the new model predicts well both the bimodal SWCCs for gap-graded soils and the unimodal SWCCs for well-graded soils and uniform soils. A bimodal permeability function is also proposed and linked to the new SWCC model. In the absence of experimental SWCCs and permeability functions, the new model can be used to obtain preliminary SWCCs and permeability functions for granular soils. It should be mentioned that the prediction of the SWCC from the GSD is still empirical and does not address the cyclic wetting/drying process. Measurement of the SWCC should be performed wherever an accurate SWCC is required. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:85 / 96
页数:12
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