Geo-Congress 2020
Effect of Sand Content on Cyclic Swell-Shrink Behavior of Compacted Expansive Soil
Publication: Geo-Congress 2020: Geo-Systems, Sustainability, Geoenvironmental Engineering, and Unsaturated Soil Mechanics (GSP 319)
ABSTRACT
Alternate wetting and drying of soils arise as a result of seasonal moisture fluctuations which in turn lead to the volume change in soils. An increase in volume caused by an intake of water is termed as swelling, and a reduction in volume occurring due to loss of water is defined as shrinkage. Shrinkage poses a much more serious problem than the swelling and depends on many factors including the sand content. This paper mainly focuses on understanding the role of sand fraction on the swell-shrink pattern of expansive soil. To achieve this objective, the laboratory swell-shrink tests were conducted on both expansive soil (C100) and expansive soil mixed with 50% sand (C50-S50). Digital camera image analyses were performed for identification of cracks during drying cycles. The experimental results show that the vertical, lateral, and volumetric deformations decreased for C50-S50 specimen during each wet-dry (W-D) cycle with reference to the C100 specimen. This is attributed to the reduction in the amount of clay, swelling of clay particles in the inter-void spaces between clay and sand, and encapsulation offered by the sand particles. For C50-S50 specimen, mostly surface cracks were observed and the volume of cracks formed were much lesser compared to C100 specimen.
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Published In
Geo-Congress 2020: Geo-Systems, Sustainability, Geoenvironmental Engineering, and Unsaturated Soil Mechanics (GSP 319)
Pages: 141 - 150
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8282-7
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Feb 21, 2020
Published in print: Feb 21, 2020
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