Abstrakti
Rock mass acts as a barrier to keep nuclear waste repositories safe. A rock mass consists of intact rock and discontinuities. Discontinuities, such as fractures, mostly govern the hydraulic and mechanical behaviors of a rock mass. This dissertation used photogrammetry, experiments, and numerical modeling to study fracture properties. Results showed that photogrammetry is reliable for fracture characterization, shear behavior showed a negative scale effect, and no scale effect occurred after 30 cm for hydraulic behavior.
Alkuperäiskieli | Englanti |
---|---|
Sivut | 36-39 |
Sivumäärä | 4 |
Julkaisu | ATS Ydintekniikka |
Vuosikerta | 54 |
Numero | 1/2025 |
Tila | Julkaistu - 2025 |
OKM-julkaisutyyppi | D1 Artikkeli ammattilehdessä |