Triaxial testing of unsaturated soils

E. C. Leong, T. T. Nyunt, H. Rahardjo

Research output: Contribution to journalArticlepeer-review

9 Citations (Scopus)

Abstract

This paper highlights the key features of triaxial testing of unsaturated soils. The modifications to a conventional triaxial apparatus and the test procedures for various unsaturated soil triaxial tests are described. Test results for an undisturbed residual soil tested under consolidated undrained (CU) and constant water content (CW) conditions at three different strain rates are presented. The test results showed that φb is not a constant, but decreases as matric suction is increased. The shear strength envelopes obtained from CU and CW tests at the three different strain rates are similar.

Original languageEnglish
Pages (from-to)33-44
Number of pages12
JournalSpringer Series in Geomechanics and Geoengineering
Volume3
DOIs
Publication statusPublished - 2013
Externally publishedYes

ASJC Scopus Subject Areas

  • Geotechnical Engineering and Engineering Geology
  • Mechanics of Materials

Fingerprint

Dive into the research topics of 'Triaxial testing of unsaturated soils'. Together they form a unique fingerprint.

Cite this