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MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, 9th Edition, [Instant Access], 2 terms (12 months)
9th Edition
ISBN: 9781305971257
Author: Braja M. Das; Khaled Sobhan
Publisher: Cengage Learning US
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Chapter 15, Problem 15.13P
To determine
Find the height (H) of the slope that will have a factor of safety of 2.8 against sliding.
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Question No. 16
A long slope is formed in a soil with shear strength
parameters: c' = 0 and d' = 34°. A firm stratum lies
below the slope and it is assumed that the water
table may occasionally rise to the surface, with
seepage taking place parallel to the slope. Use
Ysat = 18 kN/m³ and Yw = 10 kN/m³. The maximum
slope angle (in degrees) to ensure a factor of
safety of 1.5, assuming a potential failure surface
parallel to the slope, would be
Solve The Problem Using: Double Integration Method.The Answer Key Is Indicated, Thank You!
Chapter 15 Solutions
MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, 9th Edition, [Instant Access], 2 terms (12 months)
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 - Prob. 15.16PCh. 15 - Prob. 15.17PCh. 15 - Prob. 15.18PCh. 15 - Prob. 15.19PCh. 15 - Prob. 15.20PCh. 15 - Prob. 15.21PCh. 15 - Prob. 15.22PCh. 15 - Prob. 15.23PCh. 15 - Prob. 15.27PCh. 15 - Prob. 15.28PCh. 15 - Prob. 15.29PCh. 15 - Prob. 15.30PCh. 15 - Prob. 15.31PCh. 15 - Prob. 15.32P
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- A long slope is formed of a cohesionless soil, as shown below, making an angle of 25 wih horizontal. Soil has angle of internal friction, = 30°, dry unit weight, Yary = 16 kN/ 4 3 m³ and saturated unit weight, Ysat m³. Find the factor of safety for the stability of the slope. Take = 9.81 kN/m³ Yw 3 m. 6 m 25° = 20 kN/ ●arrow_forwardUpto one decimal placesarrow_forwardUse Castigliano’s Theorem: Determine the slope at point A. EI is constant with E = 200 GPa and I = 450x106 mm4.arrow_forward
- Slope stability,,arrow_forwardThanks for the sol.sir.arrow_forwardQ- An infinite slope is to be constructed in a soil. The effective stress strength parameters of the soil are c' = 0 and O' = 30°. The saturated unit weight of the slope is 20kN/m³ and the unit weight of water is 10kN m³. Assuming that seepage is occurring parallel to the slope, find the maximum slope angle for a factor of safety of 1.5arrow_forward
- EI is constant (Assume EI= 1 kN-m^2) use conjugate beam method 1.) determine the maximum upward deflection 2.) determine the maximum downward deflection 3.) determine the slope at carrow_forwardA long slope is formed in a soil with shear strength parameters: c´ = 0, d' = 34°. Firm stratum lies %3D below the slope and it is assumed that water table may occassionally rise to the surface, with seepage taking place parallel to the slope. Use Ysat = 18 kN/m3 and Yw = 10 kN/m3. The maximum slope angle (in degree) to ensure the factor of safety 1.5, assuming a potential failure surface parallel to the slope, would bearrow_forwardStability of slopes.arrow_forward
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