Factor of safety against overturning 3.15 O 3.42 3.55 O 3.72 Maximum and Minimum Pressure Intensity O 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2 153.4 kN / m ^ 2 and 53.4 kN / m ^ 2 163.4 kN / m ^2 and 63.4 kN /m^ 2
Factor of safety against overturning 3.15 O 3.42 3.55 O 3.72 Maximum and Minimum Pressure Intensity O 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2 153.4 kN / m ^ 2 and 53.4 kN / m ^ 2 163.4 kN / m ^2 and 63.4 kN /m^ 2
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.5P
Related questions
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![Factor of safety against overturning
3.15
O 3.42
3.55
O 3.72
Maximum and Minimum Pressure
Intensity
O 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2
153.4 kN / m ^ 2 and 53.4 kN / m ^ 2
163.4 kN / m ^ 2 and 63.4 kN / m ^ 2
O 173.4 kN / m ^ 2 and 73.4 kN / m ^ 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa7b77c26-40de-4854-a51e-c574a6735f17%2Fd77b88d5-52c5-440e-b31a-0439344dc3e6%2Fqjgi4qg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Factor of safety against overturning
3.15
O 3.42
3.55
O 3.72
Maximum and Minimum Pressure
Intensity
O 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2
153.4 kN / m ^ 2 and 53.4 kN / m ^ 2
163.4 kN / m ^ 2 and 63.4 kN / m ^ 2
O 173.4 kN / m ^ 2 and 73.4 kN / m ^ 2
![DAM
A concrete dam retaining water is shown in the figure
below. If the specific weight of the concrete is 23.5 kN / m
^ 3, find the factor of safety against sliding, factor of
safety against overturning, and the maximum and
minimum pressure intensity on the base. Assume there is
no hydrostatic uplift and that the coefficient of friction
between dam and foundation soil is 0.48.
Figure 3.1
7m
Water](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa7b77c26-40de-4854-a51e-c574a6735f17%2Fd77b88d5-52c5-440e-b31a-0439344dc3e6%2F4c1kyzm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:DAM
A concrete dam retaining water is shown in the figure
below. If the specific weight of the concrete is 23.5 kN / m
^ 3, find the factor of safety against sliding, factor of
safety against overturning, and the maximum and
minimum pressure intensity on the base. Assume there is
no hydrostatic uplift and that the coefficient of friction
between dam and foundation soil is 0.48.
Figure 3.1
7m
Water
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