Effective stress and water pressure in saturated clays during heating-cooling cycles

TitleEffective stress and water pressure in saturated clays during heating-cooling cycles
Publication TypeJournal Article
Year of Publication1992
AuthorsT Hueckel, and R Pellegrini
JournalCanadian Geotechnical Journal
Volume29
Start Page1095
Issue6
Pagination1095 - 1102
Date Published01/1992
Abstract

Experiments with heating and cooling cycles in undrained constant total stress conditions in triaxial apparatus are presented. Heating induces a large pore-water pressure increase, which eventually leads to a large irreversible strain and possible mechanical failure. Subsequent cooling produces a drop in water pressure. -from Authors

DOI10.1139/t92-126
Short TitleCanadian Geotechnical Journal