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
- 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.
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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
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24.0 kN/m³
I need the carrect answer as soon as possible please
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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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- An 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_forward14.10 An anchored sheet-pile bulkhead is shown in Figure P14.10. Let L₁= 2 m, L₂=6m, /,= 1 m, y = 16 kN/m³, Ysat 18.86 kN/m³, d' = 32°, 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. 只考求D Water table Anchor Sand Sand Yo e'=0 Clay Figure P14.10arrow_forwardA long trench is excavated in medium dense sand for the foundation of a multistory building. The side of the trench are supported with sheet piles fixed in place by struts and wales as shown in the figure. Wales are braced at every 4m center to center. Determine the structs from A-C. 1.5ml Sand 2.5m y = 17kN/m³ - = 35° 8m 2.5m 1.5m A B Carrow_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_forwardI am looking for the solution for question 9.5, thank youarrow_forwardBraced Cutsarrow_forward
- I am asking for 9.2 to 9.6, thank youarrow_forwardPlease solve with full solutions and diagrams as needed please. assume X=8arrow_forwardDetails of an anchored sheet pile wall are given in Figure 3. The ties are spaced at 2m centers. The saturated unit weight of soil is 18kN/m². Characteristic soil parameters are c=0, '=30°. a) Determine the force in each tie rod for a factor of safety of 2. b) Calculate the maximum moment acting on the sheet pile and determine the design moment using Rowe Moment Reduction. Figure 3. T 6.0m 7.0m Surcharges q-10 kN/m² 1.5 m T GWTarrow_forward
- UPVOTE WILL BE GIVEN. WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED. BOX THE FINAL ANSWER.arrow_forwardGel solvearrow_forwardH.W: For the following Gravity Dam, Y=10 KN/m³, y=24 KN/m³,q= 1400 KN/m² and μ= 0.7. a. Calculate the uplift force acting on the base of the dam. b. Check whether the section is safe against sliding. c. Check whether the section is safe against overturning. d. Determine the maximum vertical stress at the toe of the dam. e. Determine the maximum vertical stress at the heel f. Determine the Principal stress at the toe of the dam. g. Determine the Principal stress at the heel of the dam h. Determine the shear stress at the heel of the dam. Determine the shear stress at the Toe of the dam. i. эт 6m T 27m 0.75 10m 20marrow_forward
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