Research on the Deformation Mechanisms of a Tunnel-Landslide System based on the Point Safety Factor of the Interface
Tunnel-landslide systems often cause slope deformation due to tunnel excavation along the slip surface. Based on the three-dimensional numerical calculation, the point safety factor of the interface (slip surface) of the tunnel-landslide system is defined as the ratio of the shear strength of the no...
| Published in: | E3S Web of Conferences |
|---|---|
| Main Authors: | , |
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2020-01-01
|
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/25/e3sconf_caes2020_04068.pdf |