Dynamic failure mechanism of a high-steep rock mass slope containing a weak interlayer at the tunnel portal and damage evolution of lining subjected to strong earthquakes
Fields of Study & Subjects
Geotechnical Engineering and Underground Structures
Geotechnical Engineering and Analysis
Rock Mechanics and Modeling
Publication details
- Journal / source
- Tunnelling and Underground Space Technology
- Publisher
- Elsevier BV
- Volume
- 173
- Pages
- 107586–107586
- Publication date
- 5 March 2026
- Language
- EN