Analysis of changes in volume and propagation of cracks in expansive soil due to changes in water content
Sílvio Romero de Melo Ferreira, Arthur Gomes Dantas de Araújo, Felipe Araújo Silva Barbosa, Thalita Cristina Rodrigues Silva, Izabela Medeiros de Lima Bezerra
Abstract
Expansive clay soils are a problem for agriculture and engineering because they are susceptible to change in volume due to seasonal variation in water content and temperature. One of its morphological properties is slickensides, which result from the ability to contract and crack when dry and expand by wetting. The objective of this study was to evaluate the processes of expansion and formation and propagation of cracks due to the change in water content over time. The expansion process [...]
Topics & Concepts
Expansive clayExpansiveSoil scienceGeotechnical engineeringEnvironmental scienceWater contentVolume (thermodynamics)Materials scienceSoil waterGeologyComposite materialThermodynamicsPhysicsCompressive strengthLandslides and related hazardsGeotechnical Engineering and Underground StructuresSoil and Unsaturated Flow