Effect of initial consolidation on the undrained shear response of cement treated soil
Abstract
Triaxial tests results revealed that the characteristic of a normalized stress-strain curve of a particular soaked cement treated soil specimen depends on its state after consolidation which is influenced by the magnitude of the consolidation pressure and cementing strength.
Fields of Study & Subjects
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Soil Mechanics
Grouting
Rheology
and Soil Mechanics
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 161–173
- Publication date
- 11 February 2026
- Language
- EN
- Document type
- Book chapter