HIGHLIGHTS
- who: Reservoir and collaborators from the Facaulty of Engineering, China University of Geosciences, Wuhan, China, Central Southern China Electric Power Design have published the research: Analysis of Failure Behavior Based on the Ring Shear Test in a Bedding Rock Landslide of the Three Gorges Reservoir, in the Journal: (JOURNAL)
- what: It can be seen that the existing research focuses on the rate effect and its generating mechanism of residual strength of soil mass, but lacks the research on the change rules of rate effect of residual strength of sliding zone soil under the main control . . .
If you want to have access to all the content you need to log in!
Thanks :)
If you don't have an account, you can create one here.