142
-2
0
2
4
6
8
10
12
14
16
18
0
500
1000
1500
2000
Moment (kN.m)
Profondeur (m)
Charge 01
Charge 02
Charge 03
Charge 04
Charge 05
Charge 06
Charge 07
Charge 08
Charge 09
10 Méthode SIMPSON par essai DMT:
-2
0
2
4
6
8
10
12
14
16
18
-800
-600
-400
-200
0
200
400
600
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
-600
-400
-200
0
200
400
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
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
-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
0.002
Rotation (mRad)
Profondeur (m)
Charge 01
Charge 02
Charge 03
Charge 04
Charge 05
Charge 06
Charge 07
Charge 08
Charge 09