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 16, Problem 16.5P

Redo Problem 16.1 using the modified general ultimate bearing capacity Eq. (16.31).

16.1 A continuous footing is shown in Figure 16.17. Using Terzaghi’s bearing capacity factors, determine the gross allowable load per unit area (qall) that the footing can carry. Assume general shear failure. Given: γ = 19 kN/m3, c′ = 31kN/m2, ϕ = 28 ° , Df = 1.5 m, B = 2 m, and factor of safety = 3.5.

Chapter 16, Problem 16.5P, Redo Problem 16.1 using the modified general ultimate bearing capacity Eq. (16.31). 16.1 A

Figure 16.17

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HOMEWORK (1) For the plan and section of the wall shown below, calculate the following: - 1. the length of footing excavation 2, the length of bricks work under D.P.C for each step by using: a) Centre line method b) Long wall-short wall method عرف الحق Im D.P.C 1.00 m Section 0.24 m 0.36 m 0.48 m 15 m r N 8 m 5 m Plan F
following: 1. the length of footing excavation 2. the length of bricks work under D.P.C for each step by using: a) Centre line method b) Long wall-short wall method D.P.C 1.00 m 0.24 m 0.36 m y0.48 m 15 m Section. N A k W 8 m 5 m زف الحو 不 Z Plan ate the L
Page 3 3.5) Using the Method of Components, determine the magnitude, the direction, and the sense of the resultant for the coplanar concurrent force system shown below. Y 76 lbs 10 kips 4 3 0 Y 12 kips 5 12 > x 60 lbs
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