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United Facilities Criteria CD 1
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> Figure G-3. Plot of SPT Blowcounts Vs. Depth.
Example 3 - Liquefaction Potential Evaluation
Figure G-5. Relationship Between Cyclic Stress Ratio (CSR) Causing Liquefaction And (Ni)
Seismic Design for Buildings - index
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1
foot
=
0.3
meters
Figure
G-2
Site
soil
profile.
N
(blows/ft)
0
10
20
30
40
0
5
10
15
20
25
Boring
1
Boring
2
30
Boring
3
35
Boring
4
Boring
5
40
45
50
1
foot
=
0.3
meters
Figure
G-3
Plot
of
SPT
blowcounts
vs.
depth.
G-7