Principles of Foundation Engineering
9th Edition
ISBN: 9780357684832
Author: Das
Publisher: Cengage Learning US
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Chapter 18, Problem 18.13P
To determine
Find the depth of embedment.
Find the anchor force.
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GEO NO. 5
SOLVE AND SHOW THE COMPLETE SOLUTION.
An embankment consists of clay fill for which c=25 kPa and angle of internal friction is 260 9from consolidated undrained test with pore pressure measurement) The weight of fill per unit volume is 18.64 kN/m3. Compute the stress in kPa at depth of 20 m.
a. 192.8 b. 62.5 c. 21.6 d. 372.8
X=7
Chapter 18 Solutions
Principles of Foundation Engineering
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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- 3 A soil profile consists of a clay layer underlain by a sand layer, as shown in the figure. If a tube is inserted into the bottom sand layer and the water level rises above the ground surface, Determine the effective vertical stress in kPa at B. * 3.2 m GWL ↑1 m Yst = 18.5 kN/m³ %3D Clay 2 m Ysat = 19.0 kN/m³ %3D |1.5 m Ysat = 17.0 kN/m³ %3D Sand В 2 m The value must be a numberarrow_forwardAn embankment consists of clay fill for which c=25 kPa and angle of internal friction is 260 9from consolidated undrained test with pore pressure measurement) The weight of fill per unit volume is 18.64 kN/m3. Compute the stress in kPa at depth of 20 m. Show free body diagram a.21.6 b.372.8 c.192.8 d.62.5arrow_forwardB A 6.0m Ce 5.0 m 4arrow_forward
- Please solve the question in the image provided. please solve it.arrow_forwardAn embankment consists of clay fill for which c=25 kPa and angle of internal friction is 260 9from consolidated undrained test with pore pressure measurement) The weight of fill per unit volume is 18.64 kN/m3. Estimate the shear strength of the material on a horizontal plane at a point 20 m below the surface of the embankment. Include fbdarrow_forwardExplanation it correctlyarrow_forward
- ID:(9536)arrow_forwardA point load Q = 250 kN is applied to the ground surface. What is the minimum depth Zi in m below the point load such as the increase in vertical total stress does not exceed 10 kPa. Do not consider any eccentricity for this question. (Acceptable tolerance = 2%).arrow_forwardPlease help me solve this.arrow_forward
- GEO NO. 6 SOLVE AND SHOW THE COMPLETE SOLUTION.arrow_forwardCalculate the effective vertical stress at point A in the soil profile shown below (g=10m/s2) a. 105.9kPA b. 93.7kPA c. 106.1kPA a. 159.1kPAarrow_forwardA soil profile is shown in Figure ?-?. Compute the shear strength on the horizontal plane at point ?, and on the vertical plane at point ?.arrow_forward
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