Influence of Dry Beach on the Dynamic Stability of Ash Storage Field: A Numerical Analysis
Table 2
Standard penetration test results.
Location
Depth (m)
N
Judgment
Third subdam
1
34
2
No
Third subdam
2
12
4
No
Third subdam
4
6
5
No
Third subdam
5
8
6
No
Ash storage field in second subdam
8
8
8
Critical
Ash storage field in second subdam
10
8
9
Yes
Second subdam
1
16
2
No
Second subdam
2
9
4
No
Second subdam
3
10
5
No
Second subdam
5
3
6
Yes
Third subdam
1
32
2
No
Third subdam
2
8
4
No
Third subdam
3
5
5
Critical
Third subdam
4
9
5
No
Third subdam
5
7
6
No
Second subdam
1
16
2
No
Second subdam
2
13
4
No
Second subdam
3
10
5
No
Second subdam
4
10
5
No
Second subdam
6
9
7
No
Note: in the judgment results, “No” denotes that the liquefication of test site is not required to be considered; “Yes” means that the test site is prone to soil liquefication; and “Critical” indicates that the liquefication of test site may occur but should be rationally considered in practical cases.
