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 1997-1:2004 ;
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 1997-1 (The provisions of the guide are based on the standards SR EN 1997-1 and SR EN 1997-2 regarding geotechnical design).
PROPOSED SOLUTION |
STATIC CONDITIONS |
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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 |
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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 |
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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 |
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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 |
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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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