Capillary hysteresis internal variable model of unsaturated soils

被引:0
|
作者
Li Huan [1 ]
Wang Qinxiang [2 ]
Yang Yongxiang [1 ]
Zhu Gehe [3 ]
Wang Longxin [3 ]
Zhang Zhanyin [3 ]
机构
[1] North China Inst Water Conservancy & Hydroelect P, Coll Resources & Environm Sci, Zhengzhou 450011, Peoples R China
[2] Yellow River Conservancy Tech Inst, Kaifeng 475001, Peoples R China
[3] Nanyang Construct & Adm Off, South To South Water Divers Middle Route Project, Nanyang 473000, Peoples R China
来源
关键词
unsaturated soils; soil-water characteristic curve; hydraulic hysteresis; air-entry;
D O I
10.4028/www.scientific.net/AMM.137.215
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Soil-water characteristic curve describes the relationship between suction and volumetric water content of unsaturated soils. Air-entry has great influence on the drying scanning curves while the starting points of the scanning curve were at the highly saturated range. Based on capillary hysteresis internal variable model and conventional soil-water characteristics theory of unsaturated soils, a modified model which can simulate soil-water characteristic relationship that could consider the influence of air-entry is proposed. The influence of the air-entry on the drying scanning curves while the starting points were at the highly saturated range could be considered while this model is used. Numerical calculations are carried out on several kinds of soils. The simulating results show that the modified model is able to simulate the drying scanning curves while the starting points of the scanning curve were at the highly saturated range better than the capillary hysteresis internal variable model does.
引用
收藏
页码:215 / +
页数:2
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