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dc.contributor.authorYang, Hongen
dc.contributor.authorRahardjo, Hariantoen
dc.contributor.authorLeong, Eng Choonen
dc.contributor.authorFredlund, Delwyn G.en
dc.identifier.citationYang, H., Rahardjo, H., Leong, E. C., & Fredlund, D. G. (2004). Factors Affecting Drying and Wetting Soil-Water Characteristic Curves of Sandy Soils. Canadian Geotechnical Journal, 41(5), 908–920.en
dc.description.abstractDrying and wetting soil-water characteristic curves (SWCCs) for five sandy soils are investigated using a Tempe pressure cell and capillary rise open tube. The test data are fitted to two SWCC equations using a least-squares algorithm. The obtained fitting parameters and some hysteretic behaviour are discussed and correlated with grain-size distribution parameters. A concept of total hysteresis is proposed to quantify the hysteresis of SWCC. The measured SWCC for one soil is also compared with the SWCC estimated from its grain-size distribution. The SWCC was also obtained at a high dry density for one of the soils. The results show that the shapes of the SWCCs are similar to the grain-size distributions of the soils and are affected by the dry density of the soil. A coarse-grained soil has a lower air-entry value, residual matric suction, and water-entry value and less total hysteresis than a fine-grained soil. The residual matric suction and water-entry value tend to approach the same value when the effective grain size D10 of the soil is small, in the range of 3-6 mm. SWCCs of uniform soils have steeper slopes and less total hysteresis than those of less uniform soils. Soils with a low dry density have a lower air-entry value and residual matric suction than soils with a high dry density. The SWCC predicted from grain-size distribution is found to be sufficiently accurate.en
dc.relation.ispartofseriesCanadian geotechnical journalen
dc.rights© 2004 Canadian Science Publishingen
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen
dc.titleFactors affecting drying and wetting soil-water characteristic curves of sandy soilsen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.description.versionAccepted versionen
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