About this document
SFRC Tunnel Segment Testing & Modeling by Ingrid Irreño Palomo is a document available to read on EtoBox.
The document summarizes laboratory testing and numerical modeling of steel fiber reinforced concrete (SFRC) tunnel segments. Key findings include: 1) Beams made of SFRC were tested under 3-point and 4-point bending and exhibited higher load capacities and ductile failures compared to conventionally reinforced concrete beams. 2) Compression testing of SFRC key segments, used to support tunnel boring machines, showed 25% higher load capacities than conventionally reinforced segments. 3) Numerical modeling
- Author
- Ingrid Irreño Palomo
- Language
- EN