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The Scientific World Journal
/
2014
/
Article
/
Tab 2
/
Research Article
Evaluation of the Pseudostatic Analyses of Earth Dams Using FE Simulation and Observed Earthquake-Induced Deformations: Case Studies of Upper San Fernando and Kitayama Dams
Table 2
Soil properties of the Upper San Fernando dam.
Layer number
(kN/m
3
)
(kN/m
3
)
E
(MN/m
2
)
(m/s)
c
(kN/m
2
)
φ
(degree)
K
(m/day)
1
20.6
22
376.6
252
5.124
28
0.4
0.06
2
18
19.2
198
200
2
37
0.35
0.06
3
17.9
19.2
197
200
2
37
0.35
0.06
4
18
19.2
340
262
2
37
0.35
0.06
5
17.9
19.2
338
262
2
37
0.35
0.06
6
18
19.2
544
330
2
37
0.35
0.06
7
17.9
19.2
570
340
2
37
0.35
0.06
8
19
20.3
539
315
2
37
0.4
0.06
9
19
20.3
1640
550
2
37
0.4
0.04