Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/101353
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
http://hdl.handle.net/10220/7357
DOI: 10.1520/GTJ10712J
Rights: © 1996 ASTM
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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