No.41 2015 9 Three-dimensional Slope Stability Analysis by Shear Strength Reduction Method 3 FEAST 3 2 3 FEM 3 Fellenius Bishop 3 2 FEM FEM 1) 1 FEM 3 FEAST Mohr-Coulomb f (1) c F c (2) f ’ R m / m Fc ) 3 ( ) ( F F F tan tan R ) 2 ( F tan c F ' ) 1 ( tan c 2 1 c c 2 1 c 2 1 m m c c f f f f f /F c c c/F m R m 1 2 - 69 -
6
Embed
Three-dimensional Slope Stability Analysis by Shear ...
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.