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United Facilities Criteria CD 1
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> Table F-2. Scaling factors for influence of earthquake magnitude on liquefaction resistance
Figure F-11. Relationship between cyclic stress ratio (CSR) causing liquefaction
Consequences of liquefaction - ufc_3_310_03a0486
Seismic Design for Buildings - index
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Table
F-2
Scaling
factors
for
influence
of earthquake
magnitude
on
liquefaction
resistance
(from
Seed
et
al.,
1985).
Earthquake
Magnitude
Magnitude
Scaling
Factor
M
w
K
m
8
0.89
7
1.00
6:
1.13
6
1.32
53
1.50
Note:
scaling
factors
are
applied
to
the
ordinates of
the
curves
in
Figure
F-11.
F-23