Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/94512
Title: Unsaturated soil consolidation theory and laboratory experimental data
Authors: Rahardjo, Harianto
Fredlund, Delwyn G.
Keywords: DRNTU::Engineering::Civil engineering::Geotechnical
Issue Date: 1986
Source: Fredlund, D. G. & Rahardjo, H. (1986) Unsaturated Soil Consolidation Theory and Laboratory Experimental Data. Consolidation of Soils: Testing and Evaluation, 154-169.
Series/Report no.: Consolidation of soils: testing and evaluation
Abstract: The volume change process of an unsaturated soil was considered as a transient flow problem with water and air flowing simultaneously under an applied stress gradient. laboratory experiments were performed to study the volume change behavior of unsaturated soils. Several compacted kaolin specimens were tested using modified Anteus oedometers and triaxial cells. Theoretical analyses were also made to best-fit the results from laboratory experiments. The fitting was accomplished by approximating the compressibility coefficients and adjusting the coefficients of permeability. The comparisons of the results obtained from the theory and the laboratory yield to a similar behavior of volume changes with respect to time.
URI: https://hdl.handle.net/10356/94512
http://hdl.handle.net/10220/7354
DOI: 10.1520/STP34613S
Rights: © 1986 ASTM
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

Page view(s) 5

985
Updated on May 6, 2021

Google ScholarTM

Check

Altmetric


Plumx

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.