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 14, Problem 14.6P
To determine

Find the passive force Pp per unit length of the wall using Shields and Tolunay’s method of slices.

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A 150 mm diameter rivet resists a shear force of V =8 kN. Find the average shear stress in the rivet. %3D 150 mm (A) 230 kPa (B) 370 kPa (C) 430 kPa (D) 450 kPa
Question 2 A tubular post of outer diameter d, is guyed by two cables fitted with turnbuckles (see figure). The cables are tightened by rotating the turnbuckles, thus producing tension in the cables and compression in the post. Both cables are tightened to a tensile force of 110 kN. Also, the angle between the cables and the ground is 60°, and the allowable compressive stress in the post is oc =35 MPa. If the wall thickness of the post is 15 mm, what is the minimum permissible value of the outer diameter d2? Cable Turnbuckle Post d2 60° 60°
H.W. 2: What is the total active force/unit width of wall and what is the location of the resultant for the system shown in Fig.? Use the Coulomb equations and take a smooth wall so S=0° 7.0 m 9-100APX = 37 -16.5 EN³ =V 7-19.25 Sol L Sall 1 T 30.3 kPa 107.3 KN 131 EN $2.5 183.8 R=40.5LN EN LOMI 17.3 18
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