A study on the strain and pore water pressure characteristics of sandstone during repeated loading
Abstract
Saturated sandstone specimens were used in a series of consolidated undrained triaxial tests. Test loading conditions included quasistatic and repeated loadings. Based on the experimental results, the relationship between the axial strain and the fatigue life of the test specimens was established. Variation of the pore water pressure during the repeated loading process was observed and discussed.
Fields of Study & Subjects
Geomechanics and Mining Engineering
Grouting
Rheology
and Soil Mechanics
Geoscience and Mining Technology
Publication details
- Journal / source
- Key Questions in Rock Mechanics
- Publisher
- CRC Press
- Pages
- 43–49
- Publication date
- 13 February 2026
- Language
- EN
- Document type
- Book chapter