Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Textbook Question
Chapter 16, Problem 16.4P
A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: γ = 19.5 kN/m3, c′ = 0 and
a. Terzaghi’s original bearing capacity equation with his bearing capacity factors
b. Meyerhof’s modified bearing capacity equation with appropriate factors (Tables 16.2 and 16.3).
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A 2.0 m wide strip foundation is placed in sand at 1.0 m
depth. The properties of the sand are: y = 19.5 kN/m³, c' = 0,
and o' = 34°. Determine the maximum wall load that the
foundation can carry, with a factor of safety of 3.0, using
a. Terzaghi's original bearing capacity equation with his
bearing capacity factors, and
b. Meyerhof's general bearing capacity equation with
shape, depth, and inclination factors from Table 6.3.
6.8
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Question attached
Mat foundation (20 x 30) is built on a sand layer with an internal friction angle of 32 degrees
and unit weight of y = 19 KN/m³
Use vesic's method to find the bearing capacity in the following conditions.
1. Water level at (1).
2.
Water level at (2).
Ground Surface
(1)
(2)
1.0
Bed Rock
4.0
7,0
Chapter 16 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
Ch. 16 - Prob. 16.1PCh. 16 - A 2.0 m wide continuous foundation carries a wall...Ch. 16 - Determine the maximum column load that can be...Ch. 16 - A 2.0 m wide strip foundation is placed in sand at...Ch. 16 - A square column foundation has to carry a gross...Ch. 16 - The applied load on a shallow square foundation...Ch. 16 - A column foundation (Figure 16.23) is 3 m 2 m in...Ch. 16 - Prob. 16.8PCh. 16 - A 2 m 3 m spread foundation placed at a depth of...Ch. 16 - An eccentrically loaded foundation is shown in...
Ch. 16 - For an eccentrically loaded continuous foundation...Ch. 16 - The shallow foundation shown in Figure 16.12...Ch. 16 - A mat foundation measuring 14 m 9 m has to be...Ch. 16 - Repeat Problem 16.13 with the following: Mat...Ch. 16 - Prob. 16.15PCh. 16 - For the mat in Problem 16.15, what will be the...Ch. 16 - Prob. 16.17CTPCh. 16 - Prob. 16.18CTPCh. 16 - A 2.0 m 2.0 m square pad footing will be placed...
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