Environmental Engineering Reference
In-Depth Information
F s = 1.331
30.0
0
Contours designate vertical stress in kPa
25.0
50
100
20.0
0
150
15.0
50
Y (m)
200
0
100
250
10.0
150
50
300
200
100
350
300
350
5.0
250
150
400
400
300
200
250
450
400
350
450
450
0.0
5.0
5
0
10
20
30
40
50
60
70
80
X (m)
Figure 1.22 Dynamic programming slope stability analysis based on stress states computed by
switching on gravity forces.
 
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