Question: Redo Problem 18.9 using the Hagerty and Nofal (1992) charts from Section 18.12. Problem 18.9 Refer to Figure 18.23. Given L 1 = 3 m,
Redo Problem 18.9 using the Hagerty and Nofal (1992) charts from Section 18.12.
Problem 18.9
Refer to Figure 18.23. Given L1 = 3 m, L2 = 6 m, l1 = 1.5 m, γ = 16.5 kN/m3, γsat = 19.0 kN/m3, and ϕ' = 35°.
a. Find the required depth of the sheet pile, increasing the theoretical estimate by 30%.
b. Determine the force in the tie rods if they are spaced 3 m apart horizontally.
c. Find the maximum bending moment in the sheet pile.
Figure 18.23
A Anchor tie rod L O' F Water Water Sand table oi \c table Y, 6' L2 P Sand Ysat $' Dredge line D L3 E Sand D Y'(K, K) Ysat $' L4 F B.
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