IMHE OpenIR  > 山地灾害与地表过程重点实验室
Alternative TitleInfluence of pore structure characteristics on soil--water characteristic curves under
陈宇龙1; 黄栋2
Corresponding Author黄栋
Source Publication工程科学学报
Other Abstract



Since traditional instruments cannot apply stress in soil-water characteristic curve tests, we develop a suction controlled triaxial apparatus, by which soil-water characteristic curve tests are performed under different stress states. Further, the influence of stress state on the pore characteristics is discussed. The results show that both consolidation pressure and matrix suction can lead to the irreversible contraction deformation of soil. The soil under a larger consolidation pressure has a denser structure and a less void, leading to a smaller pore size and quantity. So it results in a worse permeability. Accordingly, it shows a better water retentivity. Air can hardly enter and water can hardly drain out, which give rise to a larger air entry value and a smaller slope of the soil-water characteristic curve. The soil-water characteristic curve of a compacted soil mainly depends upon current void ratio, not directly upon stress state. The influence of consolidation pressure on the soil-water characteristic curve is embodied in pore distribution properties. For similar pore distribution properties, the soil-water characteristic curve should be similar regardless of stress state. A larger consolidation pressure causes a less hysteresis.

Keyword土-水特征曲线 应力状态 孔隙结构 孔隙比 滞后
Subject AreaTu43
Indexed ByEI ; CSCD
Funding Organization国家自然科学基金资助项目(41301009)
Accession numberAccession number:20170903401140
Citation statistics
Cited Times:2[CSCD]   [CSCD Record]
Document Type期刊论文
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GB/T 7714
陈宇龙,黄栋. 不同应力状态下孔隙结构特征对土--水特征曲线的影响[J]. 工程科学学报,2017,39(1):147-154.
APA 陈宇龙,&黄栋.(2017).不同应力状态下孔隙结构特征对土--水特征曲线的影响.工程科学学报,39(1),147-154.
MLA 陈宇龙,et al."不同应力状态下孔隙结构特征对土--水特征曲线的影响".工程科学学报 39.1(2017):147-154.
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