15.12 Determine the embedment depth, d, and maximum bending moment for the cantilever sheet pile wall shown in Figure P15.12. Use the factored strength method (FSM) with F, = 1.25. Coarse-grained soil 1m - 29°, y = 17 kN/m³, S = 0.9 8 = 0° (water) 1.5 m FIGURE P15.12

15.12 Determine the embedment depth, d, and maximum bending moment for the cantilever sheet pile wall shown in Figure P15.12. Use the factored strength method (FSM) with F, = 1.25. Coarse-grained soil 1m - 29°, y = 17 kN/m³, S = 0.9 8 = 0° (water) 1.5 m FIGURE P15.12

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter15: Braced Cuts

Section: Chapter Questions

Problem 15.8P

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15.12 Determine the embedment depth, d, and maximum
bending moment for the cantilever sheet pile wall
shown in Figure P15.12. Use the factored strength
method (FSM) with F = 1.25.
1.
Coarse-grained soil
= 29°, y = 17 kN/m³, s = 0.9
1 m
(water)
1.5 m
FIGURE P15.12

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