Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 18, Problem 18.9P

Refer to Figure 18.23. Given L 1 = 3 m , L 2 = 6 m , l 1 = 1.5 m , γ = 16.5 kN / m 3 , γ sat = 19.0 kN / m 3 and ϕ = 35 ° .

  1. a. Find the required depth of the sheet pile, increasing the theoretical estimate by 30%.
  2. b. Determine the force in the tie rods if they are spaced 3 m apart horizontally.
  3. c. Find the maximum bending moment in the sheet pile.
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Q3) A retaining structure is given in figure. Calculate the factor of safety against sliding. (Ignore tensile crack behavior inside active part and ground water condition. Take 1.0 m interval step for point load calculation. k₁= k₂= 0.9). 3.B m 2.C m Yn: 20.0 kN/m² D: 2Eº c: 30 kN/m² 0.5 m 0.5 m 1 3.0 m 5.0 m Y cone ➜ 5A0 KN Yn: 18.5 kN/m³ c: 18 kN/m² $: ID º 24.0 kN/m³
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