Investigating the Impact of Varying Sand Content on the Physical Characteristics of Expansive Clay Soils from Syria

被引:5
|
作者
Alnmr, Ammar [1 ]
Ray, Richard [1 ]
机构
[1] Szecheny Istvan Univ, Fac Architecture Civil & Transport Sci, Dept Struct & Geotech Engn, Egyet Ter 1, H-9026 Gyor, Hungary
关键词
Expansive soil; Sand; Additive material; Physical properties; Improvement; GEOTECHNICAL PROPERTIES; ENGINEERING PROPERTIES; SWELLING PROPERTIES; MINERAL ADDITIVES; SHEAR-STRENGTH; STABILIZATION; BEHAVIOR; COMPRESSIBILITY; MIXTURES; SUBGRADE;
D O I
10.1007/s10706-023-02698-w
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Expansive clayey soils often pose challenges for construction projects due to their low bearing capacity, swelling, and shrinkage properties. While previous research has explored additives to enhance these soils' properties, the potential of sand remains underexplored. This study investigates the impact of varying sand percentages on expansive clayey soils' consistency, compaction, and permeability. This study examines how adding different percentages of sand influences the physical properties of expansive clayey soils. Laboratory tests involved systematic testing of texture, compaction, and permeability. Findings reveal a notable improvement in the physical properties of the soil with the addition of sand. Results from the laboratory tests provided data for empirical equations that facilitate the prediction of soil properties based on the sand content. The enhancement in soil properties underscores the potential of sand as an additive for expansive clayey soils. The empirical equations presented here provide practical benefits to geotechnical engineers and practitioners engaged in construction projects involving these soils, offering them valuable insights into the benefits of sand additives to improve physical characteristics. The insights gained from this research hold promising prospects for improving construction practices and addressing the challenges associated with these soils.
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页码:2675 / 2691
页数:17
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