Geoscience Reference
In-Depth Information
b
b
a
a
2
4
6
1
3
5
a-a
b-b
pile cap
pile cap
0
0
h=0.2m
h=0.4m
h=0.2m
h=0.4m
−
0.5
−
0.5
h=0.8m
h=0.8m
−
1
−
1
h=1.2m
h=1.2m
−
1.5
−
1.5
h=1.6m
h=1.6m
−
2
−
2
h=2m
h=2m
x(m)
x(m)
−
2.5
−
2.5
−
10
0
10
20
-10
0
10
20
16
16
Pile2
Pile 1
12
12
8
Pile 6
8
Pile 5
Pile 4
4
4
Pile 3
0
0
0
0.5
1
1.5
2
0
0.5
1
1.5
2
h(m)
h(m)
M (MNm)
M (MNm)
-5
0
5
10
15
-5
0
5
10
15
0
0
4
4
Pile 6
Pile 1
8
8
static
h=0.1
h=0.8
h=2.0
static
h=0.1
h=0.8
h=2.0
12
12
16
16
yof the ground surface, largest
bending moment in thepiles, and distributionof bending moments in piles 1and 6
for a 3
Fig. 9.8. Detailed results(vertical displacement
×
3capped pile group, forafault rupturing position s
=
5m. Pile:
d
p
1m
,
L
p
=
15m, pilecap: B
=
L
=
10m
,
N
=
10MN; soildense sand
