Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Textbook Question
Chapter 15, Problem 15.21P
Determine the factor of safety against bottom heave for the braced cut described in Problem 15.18. Use Eqs. (15.66) and (15.70). For Eq. (15.70), assume the length of the cut, L = 18 m.
15.18 Refer to Figure 15.51 in which γ = 17.5 kN/m3, c = 60 kN/m2, and center-to-center spacing of struts is 5 m. Draw the earth pressure envelope and determine the strut loads at levels A, B, and C.
FIG. 15.51
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Braced Cuts
Please answer 10.1
Refer to the braced cut shown in the figure for
which y= 20 kN/m², o'=23°, and c' = 0.
2.0000
The struts are located 5 m on center in the plan.
Determine the strut load at A.
3.0000
3.0000
2.0000
A
1186.45 kN
В
237.29
474.26
D
1816.29
Chapter 15 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
Ch. 15 - Prob. 15.1PCh. 15 - Prob. 15.2PCh. 15 - Prob. 15.3PCh. 15 - Prob. 15.4PCh. 15 - Prob. 15.5PCh. 15 - Prob. 15.6PCh. 15 - Prob. 15.7PCh. 15 - Prob. 15.8PCh. 15 - Prob. 15.9PCh. 15 - Prob. 15.10P
Ch. 15 - Prob. 15.11PCh. 15 - Prob. 15.12PCh. 15 - Prob. 15.13PCh. 15 - Prob. 15.14PCh. 15 - Prob. 15.15PCh. 15 - Refer to the braced cut in Figure 15.50, for which...Ch. 15 - For the braced cut described in Problem 15.16,...Ch. 15 - Refer to Figure 15.51 in which = 17.5 kN/m3, c =...Ch. 15 - Refer to Figure 15.27a. For the braced cut, H = 6...Ch. 15 - Prob. 15.20PCh. 15 - Determine the factor of safety against bottom...Ch. 15 - Prob. 15.22PCh. 15 - The water table at a site is at 5 m below the...Ch. 15 - Prob. 15.24PCh. 15 - Prob. 15.25CTPCh. 15 - Figure 15.53 below shows a cantilever sheet pile...
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- Please answer 10.10arrow_forwardA braced cut shown in the figure has struts A, B, C, and D spaced 3m on center. The dry unit weight is 18.5kN/m³, 0 = 32°, and c' = 30kPA. a. Compute the strut loads at level A, B, C, and D. b. Compute the maximum bending moments for determining the section of the wales.arrow_forwardSituation 9: An 8m deep braced cuts in medium clay is shown. The unit weight = 16.5 kN/m3 and the undrained shear strength Cu = 27.8 kPa. In the plan, the struts are placed at spacing 2.4m center to center. Using Peck's Empirical pressure diagram: m 0.25H 2m В H= 8 m 0.75 H 2|m 2|m Pa = yh - 4Cu %3D 41. Compute the actual load on strut A. A. 124.57 kN C. 116.47 kN B. 153.48 kN D. 162.81 kN 42. Compute the actual load on strut B. А. 33.29 kN C. 28.42 kN B. 40.54 kN D. 35.29 kN 43. Compute the actual load on strut C. A. 127.92 kN C. 131.95 kN B. 210.38 kN D. 199.68 kNarrow_forward
- please helparrow_forwardRefer to the braced cut shown in Figure P15.1. Given: γ = 17 kN/m3, Φ' = 35º, and c' = 0. The struts are located at 3 m center-to-center in the plan. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C.arrow_forwardPlease answer 10.4arrow_forward
- A long braced cut shown is supporting a layer of clay. Angle of fraction is 0. The struts are placed 3m center to center. a.) Determine the reaction of the strut at B. b.) Determine the section modulus of wale at B if the allowable bending stress is 0.6Fy where Fy = 250Mpaarrow_forwardBraced Cutsarrow_forwardRefer to Figure 15.10a. For the braced cut, given H = 8 m; H, = 3 m; y, 17.5 kN/m³; angle of friction of sand, 4' = 34°; H¸ = 5 m; y. unconfined compression strength of clay layer, q, = 55 kN/m². a. Estimate the average cohesion (cav) and average unit weight (yav) for the con- struction of the earth-pressure envelope. b. Plot the earth-pressure envelope. 18.2 kN/m³; andarrow_forward
- Refer to Figure 12.3a. Given: H = 12 ft, q = 0, γ = 108 lb/ft3, c' = 0, and Φ' = 30º. Determine the at-rest lateral earth force per foot length of the wall. Also, find the location of the resultant. Use Eq. (12.4) and OCR = 2.arrow_forwardThe cross section of a braced cut supporting a sheet pile installation in a clay soil is shown in the figure below. Given: H = 12 m , clay = 17.9 kN/m3 , = 0 , C = 75 kN/m2 , and the center-to-center spacing of struts in plan view , S = 3 m.arrow_forwardThe elevation and plan of a bracing system for an open cut in sand are shown in Figure 14.21. Using Pecks empirical pressure diagrams, determine the design strut loads. Given: sand = 18 kN/m3, ' = 38, x = 3 m, z = 1.25 m, and s = 3 m.arrow_forward
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How to build angle braces; Author: Country Living With The Harnish's;https://www.youtube.com/watch?v=3cKselS6rxY;License: Standard Youtube License