a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning?

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.11P
Question
Please answer this
Answer the following questions. Solutions must
be handwritten.
Problem: A gravity dam in the figure carries
water that is 12 m deep on its upstream side.
The coefficient of friction between the soil and
the dam is 0.50. y_concrete=23.5 kN/m^3
a. How far is the vertical resultant force from the
toe?
b. What is the factor of safety against sliding?
c. What is the factor of safety against
overturning?
d. What is the soil pressure in heel?
e. What is the soil pressure in toe?
12m
3m
2m
Transcribed Image Text:Answer the following questions. Solutions must be handwritten. Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The coefficient of friction between the soil and the dam is 0.50. y_concrete=23.5 kN/m^3 a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning? d. What is the soil pressure in heel? e. What is the soil pressure in toe? 12m 3m 2m
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