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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sg-ntu-dr.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 |
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DRNTU::Engineering::Civil engineering::Geotechnical Rahardjo, Harianto Fredlund, Delwyn G. Consolidation apparatus for testing unsaturated soils |
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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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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Rahardjo, Harianto Fredlund, Delwyn G. |
format |
Article |
author |
Rahardjo, Harianto Fredlund, Delwyn G. |
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Rahardjo, Harianto |
title |
Consolidation apparatus for testing unsaturated soils |
title_short |
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_sort |
consolidation apparatus for testing unsaturated soils |
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2011 |
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https://hdl.handle.net/10356/101353 http://hdl.handle.net/10220/7357 |
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1681041797079367680 |