Figure 8-8. Method of moments for φ = 0

Figure 8- 7. Slope stability charts for φ = 0 and strength increasing with depth

Figure 8-9. Example problem for ordinary method of slices

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 8-8. Method of moments for φ = 0.

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Western Governors University

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