Comparison and quantitative analysis of microstructure parameters between original loess and remoulded loess under different wetting-drying cycles

被引:59
作者
Ni, Wan-kui [1 ]
Yuan, Kang-ze [1 ]
Lu, Xiang-fei [1 ,2 ]
Yuan, Zhi-hui [3 ]
机构
[1] Changan Univ, Coll Geol Engn & Surveying & Mapping, Dept Geol Engn, 126 Yanta Rd, Xian 710054, Shaanxi, Peoples R China
[2] Changan Univ, Sch Water & Environm, 126 Yanta Rd, Xian 710054, Shaanxi, Peoples R China
[3] Nan Chang Inst Technol, Coll Water Conservancy & Ecol Engn, Nanchang 330099, Jiangxi, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
WATER-RETENTION; BEHAVIOR; EVOLUTION; SOIL; COLLAPSE; PLATEAU; CHINA; AREA;
D O I
10.1038/s41598-020-62571-1
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The microstructural evolution of loess had a significant impact on the collapsibility of loess during wetting-drying cycles. Based on the analysis of scanning electron microscope (SEM) images by using Image-Pro Plus, the present study quantitatively compared the microstructural parameters of original loess and remoulded loess with different moisture content before and after wetting-drying cycles in size, shape, and arrangement. In size, the average diameter of both original loess particles and remoulded loess particles increased with the increasing of initial moisture content. However, the average diameter of original loess particles was slightly larger than that of remoulded loess particles before wetting-drying cycles. In contrast, the average diameter of both original loess particles and remoulded loess particles were very close to each other after three wetting-drying cycles. In shape, before wetting-drying cycles, the average shape factor of original loess particles was higher than that of remoulded loess particles. After three wetting-drying cycles, the difference in the average shape factor of both two loess samples with 5% initial moisture content is similar to that before wetting-drying cycles. Nevertheless, the average shape factor of both original loess particles and remouled loess particles with 15% initial moisture content were very close to that with 25% initial moisture content. In the arrangement, directional frequency indicated remoulded loess appeared to be more vertically aligned than original before and after three wetting-drying cycles. Furthermore, the directed anisotropy rate of remoulded loess was higher than that of the original loess before and after three wetting-drying cycles. In summary, the size, shape, and arrangement of both original loess particles and remoulded loess particles varied in different degrees before and after three wetting-drying cycles. Combined with the water retention curve of the loess, we analyzed the microstructural evolution mechanism of two loess particles during wetting-drying cycles. It is an excellent significance to study the engineering properties of original loess and remoulded loess.
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页数:12
相关论文
共 30 条
[1]  
[Anonymous], 1999, STANDARD TEST METHOD, V94, P1
[2]   Formation and collapse of metastable particle packings and open structures in loess deposits [J].
Assallay, AM ;
Rogers, CDF ;
Smalley, IJ .
ENGINEERING GEOLOGY, 1997, 48 (1-2) :101-115
[3]  
ASTM, 2011, ANN BOOK ASTM STAND
[4]   Dynamic characteristics of saturated loess under different confining pressures: a microscopic analysis [J].
Chen, Huie ;
Jiang, Yaling ;
Niu, Cencen ;
Leng, Guanjun ;
Tian, Guili .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 78 (02) :931-944
[5]   Impact of multiple drying-wetting cycles on shear behaviour of an unsaturated compacted clay [J].
Chen, Rui ;
Xu, Tao ;
Lei, Weidong ;
Zhao, Yanru ;
Qiao, Jie .
ENVIRONMENTAL EARTH SCIENCES, 2018, 77 (19)
[6]   Study on the mesostructural evolution mechanism of compacted loess subjected to various weathering actions [J].
Chen, Shijie ;
Ma, Wei ;
Li, Guoyu .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2019, 167
[7]   Influence of Chloride Contamination on the Specific Surface Area of Loess [J].
Chen, Wenwu ;
Xu, Yanrong ;
Gu, Zhiqian .
CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 :894-900
[8]   GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF SOME LOESS AND LOESSIC SOILS FROM CHINA AND BRITAIN - A COMPARISON [J].
DERBYSHIRE, E ;
MELLORS, TW .
ENGINEERING GEOLOGY, 1988, 25 (2-4) :135-175
[9]   Microstructural deformation mechanisms of unsaturated granular soils [J].
Gili, JA ;
Alonso, EE .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (05) :433-468
[10]   Controlled vertical stress in a modified amplitude sweep test (rheometry) for the determination of soil microstructure stability under transient stresses [J].
Holthusen, Doerthe ;
Pertile, Patricia ;
Reichert, Jose Miguel ;
Horn, Rainer .
GEODERMA, 2017, 295 :129-141