Model Modification of the Soil-Water Characteristic Curve of Unsaturated Weak Expansive Soil

被引:3
|
作者
Ma, Lina [1 ]
Guo, Jinran [1 ]
Liang, Dongfang [2 ]
Ding, Xiaogang [1 ]
Xue, Yanjin [1 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China
[2] Univ Cambridge, Dept Engn, Cambridge CB2 1PZ, England
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 17期
关键词
expansive soil; soil-water characteristic curve; matric suction; pore struct;
D O I
10.3390/app14177498
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
This study evaluates the impact of compaction on the soil-water characteristic curve of unsaturated remodeled weakly expansive soils by assessing changes in soil pore structure resulting from variations in compaction. The remodeled weakly expansive soil in the Xinjiang Hami area is taken as the research subject to investigate how compaction affects microscopic pore structure using mercury intrusion testing. Subsequently, mercury intrusion porosimetry is employed to examine pore structure and distribution patterns at different dry densities. Based on the capillary principle and experimental methods (filter paper method and pressure plate method test), modified soil-water characteristic curves are obtained by fitting them with a three-parameter model law. The results indicate that higher dry density leads to an increased air intake value and significantly reduces the total volume of large pores within samples. Both the Fredlund and Xing model and the three-parameter model effectively capture the influence of initial dry density on the development pattern of the soil-water characteristic curve.
引用
收藏
页数:15
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