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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