Download Usfos getting started

USFOS GETTING STARTED
6-4
property (no. 501) is referred to three times. (The soil spring is inserted in the middle of the
layers defined under SOILCHAR.
The soil strength is calculated according to API 1993 by specifying the geotechnical data in the
command API_SOIL.
'
PILE
PILE
PILE
PILE
PILE
PILE
PILE
PILE
'
''
PILEGEO
Elem ID
1
2
3
4
5
6
7
8
ID
1
Type
2
Do
1.22
T
0.05
Npile
7
'
PILEGEO
ID
2
Type
2
Do
1.22
T
0.05
Npile
1
'
SOILCHAR
'
'
API_SOIL
API_SOIL
API_SOIL
API_SOIL
ID
10
ID
101
201
301
401
np1
1
2
3
4
5
6
7
8
np2
1001
1002
1003
1004
1005
1006
1007
1008
Soil ID
10
10
10
10
10
10
10
10
Type Z_Mud D_ref Ffac
API -93.725 1.0 1.0
Type
SoftClay
StifClay
StifClay
StifClay
'
ID typ
API_SOIL 501 Sand
d
load
Static
Static
Static
Static
load
Static
i
Gam
9500
9500
9500
9500
Gam
8000
Lfac
1.0
Pile_mat
99
99
99
99
99
99
99
99
Plug Phi
0
33
Y_loc
0.0
2.1
3.0
0.6
-1.65
-2.5
-1.5
Y_loc
0.0
Z1
-1.0
-5.2
-12.5
-18.3
-24.1
-28.3
-42.7
-48.8
Plug Su
1
50E3
1 120E3
1 150E3
1 190E3
Pile_geo lcoor
1
0
2
0
2
0
1
0
1
0
2
0
2
0
1
0
Z2
-5.2
-12.5
-18.3
-24.1
-28.3
-42.7
-48.8
-67.0
eps50
0.013
0.012
0.010
0.019
Delta
22
Z_loc
0.0
2.1
-1.4
-2.5
-1.65
0.6
2.7
Z_loc
0.0
API_Soil
101
201
301
401
501
501
501
601
APIJ
0.25
0.25
0.25
0.25
rNq
22
Imper
Tresf
0.74
0.72
0.73
0.75
ID
! Clay
! Clay
! Clay
! Sand
! Sand
! Sand
! Sand
! Sand
QPLim
0.2E6
1.2E6
1.0E6
1.9E6
iDyn
0
0
0
0
QPlim
1.4E7
iDyn
0
Table 6.2-1 Input for automatic calculation of piles and soil capacities
MARINTEK 2001