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> Figure 8-4. Example of use of charts forslopes in soils with uniform strength and φ = 0
Figure 8-3. Reduction factors (tension cracks, t) for slope stability charts for φ = 0 and φ > O soils
Figure 8-5. Slope stabdilty charts for φ > 0 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
8-4.
Example
of
use
of
charts
forslopes
in
soils
with
uniform
strength
and
φ
= 0.
8-7
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