Comprehensive strength deterioration model of compacted loess exposed to drying-wetting cycles

被引:45
|
作者
Hu, Chang-ming [1 ]
Yuan, Yi-li [1 ]
Mei, Yuan [1 ]
Wang, Xue-yan [1 ,2 ]
Liu, Zheng [1 ]
机构
[1] Xian Univ Architecture & Technol, Coll Civil Engn, Xian 710055, Shaanxi, Peoples R China
[2] Xian Polytech Univ, Coll Urban Planning & Municipal Engn, Xian 710048, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Drying-wetting cycles; Compacted loess; Strength deterioration; Deterioration model; Finite element method; HYDRAULIC CONDUCTIVITY; EXPANSIVE SOIL; BEHAVIOR; CRACKING; DEFORMATION; DESICCATION; CLAY; DEGRADATION; IMPACT; SLOPE;
D O I
10.1007/s10064-019-01561-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The strength deterioration of compacted loess caused by drying-wetting cycles is influenced by various factors. In this paper, the influence of dry density (rho), drying-wetting amplitude (A), and lower bounds of drying-wetting cycles (w(l)) on strength deterioration of compacted loess due to drying-wetting cycles was studied through triaxial tests and environmental scanning electron microscope (ESEM). By fitting a hyperbolic function to the deterioration data, the influence of rho, A, and w(l) on the maximum deterioration rate and the development speed of the deterioration of strength parameters were quantitatively analyzed. Accordingly, a compacted loess deterioration model (CLDM) that comprehensively considers the influencing factors was established. Finally, based on Python, the CLDM was applied to finite element software ABAQUS, and the stability of a loess fill slope after exposure to drying-wetting cycles was analyzed. Analysis results show that the CLDM is capable of simulating the effect of drying-wetting cycles on the stability of fill slopes.
引用
收藏
页码:383 / 398
页数:16
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