Geoscience Reference
In-Depth Information
10.15 Acceptable probability of slope failures
The acceptable probability depends on its effect on the environment, risk to life,
cost of repair, and cost to users.
Table 10.15 Slope Stability - acceptable probability of failure (Santamarina et al.,1992).
Conditions
Risk to life
Costs
Probability of
failure (P f )
Unacceptable in most cases
10 1
<
Temporary structures
No potential life loss
Low repair costs
10 1
Nil consequences of failure
No potential life loss
High cost to lower P f
1to2
10 1
×
bench slope, open pit mine
Existing slope of riverbank at
No potential life loss
Repairs can be promptly
5
10 2
×
docks. Available alternative
done.
docks
Do - nothing attractive
idea.
10 2
To be constructed: same
<
5
×
condition
Slope of riverbanks at docks
No potential life loss
Pier shutdown threatens
1 to 2
10 2
×
no alternative docks
operations.
10 2
Low consequences of failure
No potential life loss
Repairs can be done when
time permits. Repair
costs
costs to lower P f .
<
Existing large cut - interstate
No potential life loss
Minor
1 to 2
10 2
×
highway
To Be constructed: same
No potential life loss
Minor
10 2
<
condition
Acceptable in most cases
No potential life loss
Some
10 3
Acceptable for all slopes
Potential life loss
Some
10 4
Unnecessarily low
10 5
<
10.16 Probabilities of failure based on lognormal distribution
The factor of safety can be related to the probability of failure based on different
coefficients of variations (COV).
A lognormal distribution is used.
The factor of safety is the most likely value.
For layered soils, different COVs are likely to apply to each layer.
Table 10.16 Probability of Failure based on lognormal distribution (Duncan and Wright, 2005).
Factor of
Probability of failures (%) based on COV
safety
COV
10%
20%
30%
40%
50%
=
1.2
3.8
21
32
39
44
1.3
0.5
11
23
31
37
1.4
0.04
5.5
16
25
32
1.5
10 3
2.6
11
20
27
10 3
2.0
<
0.03
1.3
5
11
10 3
2.5
0.15
1.4
4.4
10 3
3.0
<
0.02
0.39
1.8
 
 
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