Civil Engineering Reference
In-Depth Information
Contour
values
0.00
0.11
0.22
0.33
0.44
0.55
0.66
0.77
0.88
0.99
1.10
Figure 8.8
Contour map of excess pore pressure after
t
=
1
.
0 from first Program 8.2
example
type_2d dir
'axisymmetric' 'r'
nxe nye np_types
5 5 1
prop(cx,cy)
1.0 1.0
etype(not needed)
x_coords, y_coords
0.0 0.2 0.4 0.6 0.8 1.0
0.0 -0.2 -0.4 -0.6 -0.8 -1.0
dtim nstep theta npri nres ntime
0.01 150 0.5 10 31 100
loads(i),i=1,neq
0.0 0.0 0.0 0.0 0.0 0.0
100.0 100.0 100.0 100.0 100.0 0.0
100.0 100.0 100.0 100.0 100.0 0.0
100.0 100.0 100.0 100.0 100.0 0.0
100.0 100.0 100.0 100.0 100.0 0.0
100.0 100.0 100.0 100.0 100.0 0.0
fixed_freedoms,(node(i),value(i),i=1,fixed_freedoms)
11
1 0.0 2 0.0 3 0.0 4 0.0 5 0.0 6 0.0
12 0.0 18 0.0 24 0.0 30 0.0 36 0.0
nci
10
Figure 8.9
Data for the second Program 8.2 example
