Shear strength of rock masses in slopes
Abstract
“Failure does not take place homogeneously in a material, but failure occurs by strain localization along shear bands, tension cracks in soils, rocks, concrete, masonry and necking in ductile material”
Fields of Study & Subjects
Geotechnical and Geomechanical Engineering
Rock Mechanics and Modeling
Landslides and related hazards
Publication details
- Pages
- 57–62
- Publication date
- 9 January 2026
- Language
- EN
- Document type
- Book chapter