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|Title:||Unsaturated soil consolidation theory and laboratory experimental data||Authors:||Rahardjo, Harianto
Fredlund, Delwyn G.
|Keywords:||DRNTU::Engineering::Civil engineering::Geotechnical||Issue Date:||1986||Source:||Fredlund, D. G. & Rahardjo, H. (1986) Unsaturated Soil Consolidation Theory and Laboratory Experimental Data. Consolidation of Soils: Testing and Evaluation, 154-169.||Series/Report no.:||Consolidation of soils: testing and evaluation||Abstract:||The volume change process of an unsaturated soil was considered as a transient flow problem with water and air flowing simultaneously under an applied stress gradient. laboratory experiments were performed to study the volume change behavior of unsaturated soils. Several compacted kaolin specimens were tested using modified Anteus oedometers and triaxial cells. Theoretical analyses were also made to best-fit the results from laboratory experiments. The fitting was accomplished by approximating the compressibility coefficients and adjusting the coefficients of permeability. The comparisons of the results obtained from the theory and the laboratory yield to a similar behavior of volume changes with respect to time.||URI:||https://hdl.handle.net/10356/94512
|DOI:||10.1520/STP34613S||Rights:||© 1986 ASTM||Fulltext Permission:||none||Fulltext Availability:||No Fulltext|
|Appears in Collections:||CEE Journal Articles|
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