144
-2
0
2
4
6
8
10
12
14
16
-200
0
200
400
600
800
1000
1200
Moment (kN.m)
Profondeur (m)
Charge 01 Compared
Charge 03 Compared
Charge 05 Compared
Charge 07 Compared
Charge 08 Compared
12 Méthode SIMPSON par essai SPT :
-2
0
2
4
6
8
10
12
14
16
18
-1000
-800
-600
-400
-200
0
200
400
Effort tranchant (kN)
Profondeur (m)
Charge 01
Charge 02
Charge 03
Charge 04
Charge 05
Charge 06
Charge 07
Charge 08
Charge 09
-2
0
2
4
6
8
10
12
14
16
18
-0.012
-0.010
-0.008
-0.006
-0.004
-0.002
0.000
Rotation (mRad)
Profondeur (m)
Charge 01
Charge 02
Charge 03
Charge 04
Charge 05
Charge 06
Charge 07
Charge 08
Charge 09
-2
0
2
4
6
8
10
12
14
16
18
-800
-600
-400
-200
0
200
400
600
Reaction du sol (kN/ m)
Profondeur (m)
Charge 01
Charge 02
Charge 03
Charge 04
Charge 05
Charge 06
Charge 07
Charge 08
Charge 09
-2
0
2
4
6
8
10
12
14
16
18
-5
0
5
10
15
20
25
30
35
40
Déplacement latérale (mm)
Profondeur (m)
Charge 01 calculer
Charge 02 calculer
Charge 03 calculer
Charge 04 calculer
Charge 05 calculer
Charge 06 calculer
Charge 07 calculer
Charge 08 calculer
Charge 09 calculer