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United Facilities Criteria CD 1
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> Figure 8-2. Reduction factors (q, w, w') for slope stability charts for φ =0 and φ >0 soils
Figure 8-1. Slope stability charts for φ = 0 soils
Figure 8-3. Reduction factors (tension cracks, t) for slope stability charts for φ = 0 and φ > O soils
Soils and Geology Procedures for Foundation Design of Building and Other
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TM
5-818-1
/ AFM
88-3,
Chap.
7
U. S.
Army
Corps
of
Engineers
Figure
8-2.
Reduction
factors
(
q
,
w
,
w
')
for
slope
stability
charts
for
φ
=0
and
φ
>0
soils.
8-5
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