MindTap Engineering, 1 term (6 months) Printed Access Card for Das/Sivakugan’s Principles of Foundation Engineering, 9th
9th Edition
ISBN: 9781337705202
Author: Das, Braja M., SIVAKUGAN, Nagaratnam
Publisher: Cengage Learning
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Chapter 13, Problem 13.11P
To determine
Find the allowable load carrying capacity of the drilled shaft using Reese and O’Neill method.
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USING DOUBLE INTEGRATION METHOD
Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa
DETERMINE VERTICAL REACTION AT B
Values:A = 9.4 MB = 5.5 MC = 10.6 KN/MD = 33 KN
Answer c, d, and e only. Dont round off initial values, round only in final ans pls ty
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Chapter 13 Solutions
MindTap Engineering, 1 term (6 months) Printed Access Card for Das/Sivakugan’s Principles of Foundation Engineering, 9th
Ch. 13 - Prob. 13.1PCh. 13 - Prob. 13.2PCh. 13 - Prob. 13.3PCh. 13 - Determine the ultimate load-carrying capacity of...Ch. 13 - For the same data given in Problem 13.4, determine...Ch. 13 - Prob. 13.6PCh. 13 - A 3 ft diameter straight drilled shaft is shown in...Ch. 13 - Prob. 13.8PCh. 13 - Figure P13.9 shows a drilled shaft extending into...Ch. 13 - A free-headed drilled shaft is shown in Figure...
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- Determine the flexural stresses using transformed-area method. 2 #25 70 mm 560 mm M = 300 kN• m n = 9 700 mm 4 #32 70 mm 400 mmarrow_forwardPlease show solutions on how to get the -10.2(6)(1) value. The circle green in the figure.arrow_forwardReplace the distributed loading by an equivalent resultant force. Suppose that w1 = 3.4 kN/m and w2 = 2.2 kN/m Specify where the force line of action intersects a vertical line along meme we BC, measured from C Express your answer to three significant figures and include the appropriate units. d=arrow_forward
- The cross section of a quarter circular concrete block JKL as shown in Figure 5 is located at thebottom of a reservoir. The width (perpendicular to the paper) is 3 m. The specific weight of theconcrete block is 24 kN/m3. The coefficient of friction between the base of the block and thefoundation is 0.43. Determine if the concrete block is stable or not against sliding and overturningif the water is:A. At side XB. At side Y, with the same water level as A.arrow_forwardPlease show solutions on how to get the 1 value. The circle green in the figure.arrow_forwardThe horizontal top of a concrete column is subjected to the system of forces shown. Represent the resultant of all forces as a force Rat point O and a couple M. Also specify the magnitudes of R and M. Your answer is partially correct. 0.6 m 2 kN 1 kN Answers: R=( R= 8 M = ( i 4 KN -0.8 11.045 M = 5.186 0.6 m 3 KN 0 1 KN 7 KN 0.2 m 0.2 m 3 kN KN 7 i+ kN.m 0.5 m 7 kN 0.2 m 0.5 j+ -3 j+ i -5.1 k) kN k) kN-marrow_forward
- In the rectangular figure shown, specific gravity of concrete is 2.4 and the coefficient of friction between the dam and foundation is 0.4. Use 1.5 as the FOS against sliding. a. Find the value of overturning moment. b. determine the b of the concrete dam needed to prevent the dam from sliding. c. Is the dam also safe from overturning?arrow_forwardSituation 1. Refer to the FIgure. 1. Determine the hydrostatic force due to glycerin. 2. Find the net hydrostatic force per unit width on rectangular panel AB in Figure 3. Determine its line of action above B.arrow_forwardWater Problem 3-108 The section of a concrete dam is shown in the figure. Concrete weighnts 23.5 cubic meter. Coefficient of friction between the dam and foundation is055, Determine the factors of safety against sliding and against overturning, and also the soil pressure at the heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe. Consider 1 m length of dam. KN per per cubic meter and water weighs 9,790 N per Ans: FSo = 2.20; FSs 1.66 a = 300,2 kP %3D D %3D gheel = 85.2 kPa; quoearrow_forward
- From the given figure below. Using Ranking Theory, the unit weight of concrete of gravity dam is 24 kN per cubic meter. Coefficient of friction between the concrete and the soil is 0.45. 8m EL. 255m 30m Ground Surface EL. 220m You= 20KN/m 10m = 34 10 e 3m Determine the uplift pressure at the toe in kPa. A 136.587 B 109.354 98.100 D 122.625arrow_forwardA concrete dam retaining water as shown. If the specific weight of the concrete is 24 kN/m^3, determine the following (assume there is no hydrostatic uplift below the dam) Factor of safety against sliding, μ = 0.69 2.871 2.157 2.718 2.571 Factor of safety against overturning 4.329 6.343 6.433 4.293arrow_forwardPlease answer this poarrow_forward
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