Consolidation Apparatus for Testing Unsaturated Soils
ASTM International

Books & Journals/Geotechnical Testing Journal/Citation Page/

Volume 19, Issue 4 (December 1996)

ISSN: 0149-6115
Published Online: 0 0
Page Count: 13

PDF not available for download

View License Agreement

Consolidation Apparatus for Testing Unsaturated Soils
Rahardjo H, Fredlund DG
(Received 0 0; accepted 0 0)

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.

Keywords:
K0 loading, consolidation, matric suction, pore-air pressure, pore-water pressure, unsaturated soils, volume change

ASTM International is a member of CrossRef.
Author Rahardjo H, Fredlund DG Title Consolidation Apparatus for Testing Unsaturated Soils Symposium , Committee on

 
Copyright © 1996-2007 ASTM. All Rights Reserved.
ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA, 19428-2959 USA