Calculate the safety factor with the following conditions in a rock slope, likewise this slope requires a long-term static SF project equivalent to 2 based on the RCCDMX. Zw H 01 a 02 Rock mass properties: -Cohesion =3.3 T/m2; Internal friction angle = -ymat = 3.8 T/m3; b=3m ; B=6m; a=60° - 01=45° ; 0=72° ; Zw=4m; Ax=12 m2 35°
Calculate the safety factor with the following conditions in a rock slope, likewise this slope requires a long-term static SF project equivalent to 2 based on the RCCDMX. Zw H 01 a 02 Rock mass properties: -Cohesion =3.3 T/m2; Internal friction angle = -ymat = 3.8 T/m3; b=3m ; B=6m; a=60° - 01=45° ; 0=72° ; Zw=4m; Ax=12 m2 35°
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.32P
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