Consolidation apparatus for testing unsaturated soils

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, an...

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Main Authors: Rahardjo, Harianto, Fredlund, Delwyn G.
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2011
Subjects:
Online Access:https://hdl.handle.net/10356/101353
http://hdl.handle.net/10220/7357
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author Rahardjo, Harianto
Fredlund, Delwyn G.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Rahardjo, Harianto
Fredlund, Delwyn G.
author_sort Rahardjo, Harianto
collection NTU
description 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.
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spelling ntu-10356/1013532020-03-07T11:43:44Z Consolidation apparatus for testing unsaturated soils Rahardjo, Harianto Fredlund, Delwyn G. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical 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. Accepted version 2011-12-08T03:04:40Z 2019-12-06T20:37:05Z 2011-12-08T03:04:40Z 2019-12-06T20:37:05Z 1996 1996 Journal Article Rahardjo, H. & Fredlund, D. G. (1996). Consolidation Apparatus for Testing Unsaturated Soils. Geotechnical Testing Journal, 19(4), 341-353. https://hdl.handle.net/10356/101353 http://hdl.handle.net/10220/7357 10.1520/GTJ10712J en Geotechnical testing journal © 1996 ASTM
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Rahardjo, Harianto
Fredlund, Delwyn G.
Consolidation apparatus for testing unsaturated soils
title Consolidation apparatus for testing unsaturated soils
title_full Consolidation apparatus for testing unsaturated soils
title_fullStr Consolidation apparatus for testing unsaturated soils
title_full_unstemmed Consolidation apparatus for testing unsaturated soils
title_short Consolidation apparatus for testing unsaturated soils
title_sort consolidation apparatus for testing unsaturated soils
topic DRNTU::Engineering::Civil engineering::Geotechnical
url https://hdl.handle.net/10356/101353
http://hdl.handle.net/10220/7357
work_keys_str_mv AT rahardjoharianto consolidationapparatusfortestingunsaturatedsoils
AT fredlunddelwyng consolidationapparatusfortestingunsaturatedsoils