| dc.contributor.author |
Rahardjo, Harianto. |
| dc.contributor.author |
Fredlund, Delwyn G. |
| dc.date.accessioned |
2011-12-08T03:04:40Z |
| dc.date.available |
2011-12-08T03:04:40Z |
| dc.date.copyright |
1996 |
| dc.date.issued |
2011-12-08 |
| dc.identifier.citation |
Rahardjo, H. & Fredlund, D. G. (1996). Consolidation Apparatus for Testing Unsaturated Soils. Geotechnical Testing Journal, 19(4), 341-353. |
| dc.identifier.uri |
http://hdl.handle.net/10220/7357 |
| dc.description.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. |
| dc.language.iso |
en |
| dc.relation.ispartofseries |
Geotechnical testing journal |
| dc.rights |
© 1996 ASTM |
| dc.subject |
DRNTU::Engineering::Civil engineering::Geotechnical. |
| dc.title |
Consolidation apparatus for testing unsaturated soils. |
| dc.type |
Journal Article |
| dc.contributor.school |
School of Civil and Environmental Engineering |
| dc.identifier.doi |
http://dx.doi.org/10.1520/GTJ10712J |
| dc.description.version |
Accepted version |
