Experimental Study on the Effect of Key Factors on the Soil-Water Characteristic Curves of Fine-Grained Tailings

被引:17
作者
Cao, Baofeng [1 ]
Tian, Yakun [1 ]
Gui, Rong [1 ]
Liu, Yong [1 ]
机构
[1] Univ South China, Sch Resource & Environm & Safety Engn, Hengyang, Peoples R China
基金
中国国家自然科学基金;
关键词
fine-grained tailings; filter paper-based method; unsaturated tailings; Van Genuchten model; soil water characteristic curve (SWCC); SIZE-DISTRIBUTION; DRY DENSITY; SANDY; MODEL;
D O I
10.3389/fenvs.2021.710986
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The soil-water characteristic curve (SWCC) is an essential parameter for studying the mechanical properties of unsaturated tailings, and it plays an important role in stability assessment and prediction of unsaturated tailings dams. In this paper, the matrix suction was measured indirectly by a filter paper-based method to investigate the effects of key factors (gradation, temperature, and initial dry density) on the soil-water characteristic curves of fine-grained tailings, and the Van Genuchten model was adopted to obtain the empirical equation of SWCC and to verify the accuracy of experimental results. The results showed the following: 1) the Van Genuchten model fits well the relationship between matric suction and volumetric moisture content of fine-grained tailings, indicating that experimental data determined by filter paper-based method is accurate and appropriate; 2) at the same volumetric moisture content, the matrix suction increased with decreasing average particle size, and the decrease in temperature will increase the matrix suction and water-holding capacity of fine-grained tailings, and the matrix suction of the tailings in summer is 38.3% lower than that in winter under the natural volumetric moisture content (14.0%); 3) when the saturation degree of fine-grained tailings is less than 60%, the greater the initial dry density, the better the water-holding capacity and matrix suction.
引用
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页数:8
相关论文
共 33 条
[1]  
Ahmed M.A., 2018, EUR J ENV CIVIL ENG, V22, P1041, DOI [10.1080/19648189.2016.1229232, DOI 10.1080/19648189.2016.1229232]
[2]  
[Anonymous], 2010, ASTM Annual Book of Standards, DOI DOI 10.1520/D5298-10
[3]  
[Anonymous], 2021, ASTM D7263-21
[4]  
[Anonymous], 2014, STANDARD TEST METHOD, P1
[5]  
[Anonymous], 2017, D691304 ASTM
[6]  
[Anonymous], 2010, ASTM D2216-10 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass, West Conshohocken, DOI DOI 10.1520/D2216-19
[7]   Comparing Methods for Measuring Water Retention of Peat Near Permanent Wilting Point [J].
Bechtold, Michel ;
Dettmann, Ullrich ;
Woehl, Lena ;
Durner, Wolfgang ;
Piayda, Arndt ;
Tiemeyer, Baerbel .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2018, 82 (03) :601-605
[8]   Influence of the initial water content and dry density on the soil-water retention curve and the shrinkage behavior of a compacted clay [J].
Birle, Emanuel ;
Heyer, Dirk ;
Vogt, Norbert .
ACTA GEOTECHNICA, 2008, 3 (03) :191-200
[9]   Laboratory Investigation of the Effect of Initial Dry Density and Grain Size Distribution on Soil–Water Characteristic Curves of Wide-Grading Gravelly Soil [J].
Chen X. ;
Hu K. ;
Chen J. ;
Zhao W. .
Geotechnical and Geological Engineering, 2018, 36 (02) :885-896
[10]  
Corey A.T., 1964, Hydrol. Pap.