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|Title:||Consolidation apparatus for testing unsaturated soils||Authors:||Rahardjo, Harianto
Fredlund, Delwyn G.
|Keywords:||DRNTU::Engineering::Civil engineering::Geotechnical||Issue Date:||1996||Source:||Rahardjo, H. & Fredlund, D. G. (1996). Consolidation Apparatus for Testing Unsaturated Soils. Geotechnical Testing Journal, 19(4), 341-353.||Series/Report no.:||Geotechnical testing journal||Abstract:||An apparatus for performing consolidation tests under K0 conditions was designed and constructed for testing unsaturated soils. Three types of consolidation tests are of interest in unsaturated soils. These are: (1) constant water content loading tests, (2) consolidation under a net total stress, and (3) consolidation under a matric suction. The apparatus had been used for simultaneous and separate measurements of pore-air and pore-water pressures for all three types of consolidation tests. The experimental results demonstrate the pore pressure and volume change behavior of an unsaturated soil during these tests.||URI:||https://hdl.handle.net/10356/101353
|DOI:||10.1520/GTJ10712J||Rights:||© 1996 ASTM||Fulltext Permission:||none||Fulltext Availability:||No Fulltext|
|Appears in Collections:||CEE Journal Articles|
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