In situ mechanical property investigation of poor flysh rock
Abstract
While designing a concrete dam on the river Striy the flysh rocks which present a sandwich type of a sandstone and argillite were under investigation. Interlayer thickness in some flysh packets ranged from some mm up to dozens of sm. In a dam allignment the flysh packets of A. B, C types were mostly met and their data are given In Table I.
Fields of Study & Subjects
Geomechanics and Mining Engineering
Geoscience and Mining Technology
Soil
Finite Element Methods
Publication details
- Pages
- 423–428
- Publication date
- 26 March 2026
- Language
- EN
- Document type
- Book chapter