Home
Download PDF
Order CD-ROM
Order in Print
Home
>
United Facilities Criteria CD 1
>
> Figure 8-3. Reduction factors (tension cracks, t) for slope stability charts for φ = 0 and φ > O soils
Figure 8-2. Reduction factors (q, w, w') for slope stability charts for φ =0 and φ >0 soils
Figure 8-4. Example of use of charts forslopes in soils with uniform strength and φ = 0
Soils and Geology Procedures for Foundation Design of Building and Other
Page Navigation
83
84
85
86
87
88
89
90
91
92
93
TM
5-818-1
/ AFM
88-3,
Chap.
7
U. S.
Army
Corps
of
Engineers
Figure
8-3.
Reduction
factors
(tension
cracks,
t
)
for
slope
stability
charts
for
φ
= 0
and
φ
> O
soils.
8-6
Previous Page
