Manual utilizator Slope - GeoStru Software

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Slope
Design Approach 2
A1 M1 R1
Permanent actions (G) Unfavorable G 1,35
Favorable G,fav 1,0
Variable actions (Q) Unfavorable Q 1,5
Favorable Q,fav 0
Material properties(c)
1,0
M
Material resistance (Rv) Rv 1,4
Sliding resistance (Rh) Rh 1,1
Earth resistance against retaining
1,4
structures
Re
....in slope 1,1
Ta ble 3.3 - 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 De sign
Approac h 2
Design Approach 3
A1 A2 M2 R3
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
Coeff.of shearing resistance (tan )
f
1,25
Effective cohesion (c') c' 1,25
Undrained strength (cu) cu 1,4
Unconfined compressive strength (q u
) qu 1,4
Weight density (γ)
1,0
g
Resistance (R) (except for pile shaft in R 1,0
tension)
Pile shaft resistance in tension R,st 1,1
Ta ble 3.4 - 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 De sign
Approac h 3
Spread foundations
6.1 General
1. The provisions of this Section apply to spread foundations including pads,
© GeoStru Software-Slope 8.0.1