Abstract
A soil’s physical properties, mineral types, and pore structure significantly influence the shape and properties of the soil-water characteristic curve (SWCC). This study investigated the effects of the soil’s physical properties and mineral types on the SWCC and pore-size distribution (PSD). Eight different soils from an alluvial deposit in Istanbul and Adapazarı/Türkiye were used in the study. The test samples were prepared by compaction at optimum water content (OWC) and wet side of optimum water content (wet of OWC). The samples were prepared by consolidation from the slurry. The PSDs of the samples were calculated using the SWCCs and evaluated with scanning electron microscope (SEM) analysis. In addition, the mineral types of all soils were determined by X-ray diffraction analysis. The soil which contains illite-type minerals has higher matric suction than containing kaolin-type. The effect of the clay percentage is more pronounced in silty soils than in plasticity and activity. Soil suction increased with decreasing compaction water content in clayey soils. The air entry water contents rose as the void ratio, liquid limit, clay content, and plasticity increased. The compaction conditions affected the macropore structure more than the micropore structure. In addition, the ratio of macro-micro pore sizes increased with the rise of the compaction water content.
Subject
Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry
Reference50 articles.
1. Design of a knowledge-based system for unsaturated soil properties;Fredlund;Proceedings of the Third Canadian Conference on Computing in Civil and Building Engineering,1996
2. Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspective
3. Influence of Stress State on Soil-Water Characteristics and Slope Stability
4. Suction and storage characteristics of unsaturated soils;Vanapalli,2004
5. Estimation of soil suction from the soil-water characteristic curve
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