141
-2
0
2
4
6
8
10
12
14
16
-200
0
200
400
600
800
1000
1200
1400
Moment (kN.m)
Profondeur (m)
Charge 01
Charge 02
Charge 03
Charge 04
Charge 05
Charge 06
Charge 07
Charge 08
Charge 09
09 Méthode SIMPSON par essai CPT :
-2
0
2
4
6
8
10
12
14
16
-500
-400
-300
-200
-100
0
100
200
300
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
-10
-8
-6
-4
-2
0
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
-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
-150
-100
-50
0
50
100
150
200
250
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