EI 02C097
01 Jul 97
Table C-6
Listing of Data Input for Settling Soil
SETTLING SOIL
2 50
1.0
40.
2
50
16
6 0
2
0.0
2.0
5.00
0.010
0
1
2.68
.8
30.
1200.
.05
.1
2000.
.0
.7
4000.
2
2.65
.37
13.1
6000.
.05
.1
4000.
.0
2.
10000.
0.55
0.3
1
1
41
2
50
2
2
4.333E 08
.0
4.333E 08 50.0
150000.
.0
50.
0.
.0
-1.0
0
Table C-7
Listing of Output for Downdrag Problem
SETTLING SOILS
NMAT=
2
NEL=
50 DX=
1.00 FT
GWL=
40.00 FT
LO=
2
IQ (SHAFT INC)=
50
IJ
(NO. LOADS)=
16
I=
6
J=
0
K=
8
SOILP=
0.00 PSF
DS=
2.00 FT
DB=
5.00 FT
E50=
0.100E-01
LOCAL SHEAR FAILURE AT BASE - LLL=
0
MAT
GS
EO
WO(%)
PS(PSF)
CS
CC
CO(PSF)
PHI
K
PM(PSF)
1
2.68
0.80
30.00
1200.
0.05
0.10
2000.
0.00
0.70
4000.
2
2.65
0.37
13.10
6000.
0.05
0.10
4000.
0.00
2.00
10000.
ALPHA=
0.55000
0.3000
(Sheet 1 of 4)
C-16
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