Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 15, Problem 15.28P
To determine

Find the minimum factor of safety Fs using the Bishop and Morgenstern’s method.

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Using Method of Virtual work, determine the slope at point A. Use E = 200GPA and I = 100x10° mm Use Castigliano's Theorem and determine the slope at A. Use E = 200GP and I = 100x1o mm* 40 kN 40 kN A B -1.5 m -1.5 m- -1.5 m+1.5 m-
This is a question from slope stability bishop method Please Note i am not asking for the entire problem to be completed, i am simply seeking guidance on how to calculate slice 1 entire row that is highlighted in red. example  how did we derive the values of (W) in the table. formula ....W=ybz but im not getting the values see diagram attached   Question A compacted earth fill is constructed on a soft, saturated clay (figure below). The fill was compacted to an average dry unit weight of 19 kN m3 ⁄ and water content of 15%. The shearing strength of the fill was determined by CU tests on samples compacted to representative field conditions. The shear strength parameters are ?? = 45 kPa, ??′ = 34°, and ???′ = 28°. The variation of undrained shear strength of the soft clay with depth as determined by simple shear tests is shown in the figure below, and the friction angle at the critical state is ???′ = 30°. The average water content of the soft clay is 40%. Compute the factor of safety…
USING CONJUGATE BEAM METHOD SOLVE THE FOLLOWING P P a b LO b Determine the slope (in rad) at 2.36m from the left if P = 226kN, E = 21000MPa, and I = 210x10 mm4. Use a = 1.02m and b = 2.84m. Input your final answer on the answer box. Attach solutions below. Round your answer to 5 decimal places.
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