Quick consult for partial factors as per SR EN 19971:2004 for common cases
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1. A synthesis of the safety factors used in the calculation of overall stability and slope stability has been carried out according to SR EN 19971:2004 ;
2. A synthesis of the safety factors used in the calculation and design of works in the geotechnical field has been carried out according to the standard SR EN 19971 (The provisions of the guide are based on the standards SR EN 19971 and SR EN 19972 regarding geotechnical design).
PROPOSED SOLUTION 
STATIC CONDITIONS 
A1: γG = 1,35, γQ = 1,50 M1: γφ’ = 1,00, γγ=1,00 R1: γR;v = 1,00 A2: γG = 1; γQ = 1,30 M2: γφ’ = 1,25, γγ= 1,00 R1: γR;v = 1,00 A1: γG = 1,35; γQ = 1,50 M2: γφ’ = 1,25, γγ= 1,00 R3: γR;v = 1,00 

A1: γG = 1,35, γQ = 1,50 M1: γφ' = γc′ = γcu = γγ = 1,0 R1: (1) γb = γs = 1,0 (2) γb1 = γs1 = 1,0 A2: γG = 1; γQ = 1,30 M1: γφ' = γc′ = γcu = γγ = 1,0 R4: (1) γb = γs = 1,3 (2) γb1 = γs1 = 1,0 A2: γG = 1; γQ = 1,30 M2:γφ' = γc′ = 1,25 γcu = 1,40 γγ = 1,0 R4: (1) γb = γs = 1,3 (2) γb1 = γs1 = 1,0 A2: γG = 1; γQ = 1,30 M2:γφ' = γc′ = 1,25 γcu = 1,40 γγ = 1,0 R4: (1) γb = γs = 1,3 (2) γb1 = γs1 = 1,0 

A1: γG = 1,35, γQ = 1,50 M1: γφ' = γc′ = γcu = γγ = 1,0 R1: (1) γb = γs = 1,0 (2) γb1 = γs1 = 1,0 A2: γG = 1; γQ = 1,30 M1: γφ' = γc′ = γcu = γγ = 1,0 R4: (1) γb = γs = 1,3 (2) γb1 = γs1 = 1,0 A2: γG = 1; γQ = 1,30 M2:γφ' = γc′ = 1,25 γcu = 1,40 γγ = 1,0 R4: (1) γb = γs = 1,3 (2) γb1 = γs1 = 1,0 A2: γG = 1; γQ = 1,30 M2:γφ' = γc′ = 1,25 γcu = 1,40 γγ = 1,0 R4: (1) γb = γs = 1,3 (2) γb1 = γs1 = 1,0 

A1: γG = 1,35, γQ = 1,50 M1: γφ’ = 1,00, γc=1,00 γcu=1,00 R1: γR;v = 1,00 A2: γG = 1; γQ = 1,30 M2: γφ’ = 1,25, γc=1,25 γcu=1,4 R1: γR;v = 1,00 A2: γG = 1; γQ = 1,30 M1: γφ’ = 1,25, γc= 1,25, γcu=1.4 R1: γR;v = 1,00 

WALL 
A1: γG = 1,35, γQ = 1,50 M1: γφ’ = 1,00, γc=1,00 R1: γR;v = 1,00 A2: γG = 1; γQ = 1,30 M2: γφ’ = 1,25, γc= 1,25 R1: γR;v = 1,00 A1: γG = 1; γQ = 1,30 M2: γφ’ = 1,25, γc= 1,25 R3: γR;v = 1,00 
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