Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Question
Chapter 18, Problem 18.10P
a.
To determine
Estimate the required depth of sheet pile
b.
To determine
Estimate the force on the tie rods
c.
To determine
Estimate the maximum bending moment in the sheet pile
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Chapter 18 Solutions
Principles of Foundation Engineering (MindTap Course List)
Ch. 18 - Refer to Figure 18.9. A cantilever sheet pile is...Ch. 18 - Prob. 18.2PCh. 18 - Prob. 18.3PCh. 18 - Refer to Figure 18.13. Given L1 = 1.5 m, L2 = 3 m;...Ch. 18 - In Problem 18.4, find the maximum bending moment...Ch. 18 - Prob. 18.6PCh. 18 - Prob. 18.7PCh. 18 - Prob. 18.8PCh. 18 - Refer to Figure 18.23. Given L1=3m, L2=6m,...Ch. 18 - Prob. 18.10P
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- 15.21 A cantilever sheet pile wall is required to temporarily support an embankment for an access road, as shown in Figure P15.21. Determine the depth of penetration of the wall into the silty clay soil and the maximum bend- ing moment. Select two methods from FMM, FSM, and NPPM, and compare the results. Groundwater is 10 m below the surface. 20 кра 2.5 m Coarse-grained soil % 27,17 kN/m² = Medium clay 719 kN/m³ %= 50 kPa =27° FIGURE P15.21arrow_forwardX=7arrow_forwardP-3 Refer to Figure, for which L, = 2.4 m, L2 = 4.6 m, y = 15.7 kN/m³, Ysat = 17.3 kN/m³, and o'=30°, and c= 35 kN/m². Assuming Sand c' = 0 C = Water table free earth support method: a. What is the theoretical depth of embedment, D? Sand Ysat c' = 0 b. What length of sheet piles is needed? c. Determine the theoretical maximum moment in the sheet pile. d. Choose a sheet pile, from next page, if the the steel pile has a oall = 172 MN/m². %3D Clay D C b'= 0arrow_forward
- 15.14 An anchored sheet pile wall is shown in Figure P15.14. Determine the embedment depth, the maximum bend- ing moment, and the force on the anchor per unit length of wall. Use either FSM (F = 1.25) or the NPPM with (FS), 1.5. Assume the soil above the groundwater to be saturated. 9, 10 kPa 1 m Coarse-grained soil Anchor block 1 m You 16.8 kN/m² += 24,8=% 4m 8-%arrow_forwardPlease help me solvearrow_forwardi need the answer quicklyarrow_forward
- 1. The following is a sketch of the proposed embankment, calculate the addition of vertical stress (Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soil stockpile = 20 kN / m3. 2. Calculate the added vertical stress at points A and B as deep as Z = 8 m, under the rectangular loadarrow_forwardAn anchored sheet-pile bulkhead is shown in Figure P14.10. Let L1 = 2 m, L2 = 6 m, l1 = 1 m, γ = 16 kN/m3, γsat = 18.86 kN/m3, Φ' = 32º, and c = 27 kN/m2.a. Determine the theoretical depth of embedment, D.b. Calculate the anchor force per unit length of the sheet-pile wall. Use the free earth support method.arrow_forwardPlease answer 15.15arrow_forward
- Site investigation is to be made for a structure 100m length x 60m width. The soil profile is shown. If the structure is subjected to 200kPa, what is the approximate depth of the borehole? Assume unit weight of water = 9.8 kN/m^3. D =140arrow_forwardFollowing is the variation of with depth in a granular soil deposit. A concretepile 9 m long ( in cross section) is driven into the sand andfully embedded in the sand.arrow_forwardIn Problem 14.6, assume that Dactual = 1.3 Dtheory.a. Determine the theoretical maximum moment.b. Using Rowe’s moment reduction technique, choose a sheet-pile section. Take E = 210 x 103 MN/m2 and σall = 210,000 kN/m2.arrow_forward
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