Manual utilizator Slope - GeoStru Software

NORMATIVE 20
Structure
Partial factors sets used in Design Approach...
1 2 3
Combination 1 Combination 2
General
A1+M1+R1 A2+M2+R1 A1+R2+M1 A1*(A2 )+M2
+R3
Slope A1+M1+R1 A2+M2+R1 E1+R2+M1 E2+M2+R3
Piles and
anchor-ages A1+M1+R1 A2+M1+R4 A1+R2+M1 A1*(A2 )+M2+
R3
Ta ble 3.1 - Ult im at e lim it st at e , de sign approac h (*on st ruc t ural ac t ions,+ on
ge ot e c hnic al ac t ions)
Design Approach 1 Combination 1 Combination 2
A1 M1 R1 A2 M2 R1
Permanent actions (G) Unfavorable G 1,35 1,0
Favorable G,fav 1,0 1,0
Variable actions (Q) Unfavorable Q 1,5 1,3
Favorable Q,fav 0 0
Coef.of shearing resistance (tan )
f
1,0 1,25
Effective cohesion (c') c' 1,0 1,25
Undrained strength (cu) cu 1,0 1,4
Unconfined compressive strength (q u
) qu 1,0 1,4
Weight density (γ)
1,0 1,0
g
Resistance (R) R 1,0 1,0
Ta ble 3.2 - Show s t he re lat iv e m agnit ude of t he ke y param e t e rs w he n using Com binat ion
1
and using Com binat ion 2
© GeoStru Software-Slope 8.0.1