oncrete, Yconc=24

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.14P
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A concrete dam with a rectangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift. B=40.8m H=61.5m Concrete, Yconc=24kn/m^3
10 20
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Question 14
Concrete, Yconc = 24 kN/m³
50
H
A concrete dam with a triangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift.
Given:
B = 40.8 m
H = 61.5 m
Y
30°C
Sunny
Concrete
dam
Calculate the maximum soli pressure (kPa) at the base of the dam.
Express your answer in whole number.
A Moving to another question will save this response.
144Hz
Water
12
14
V
4
19 20
Q
Transcribed Image Text:10 20 A Moving to another question will save this response. Question 14 Concrete, Yconc = 24 kN/m³ 50 H A concrete dam with a triangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift. Given: B = 40.8 m H = 61.5 m Y 30°C Sunny Concrete dam Calculate the maximum soli pressure (kPa) at the base of the dam. Express your answer in whole number. A Moving to another question will save this response. 144Hz Water 12 14 V 4 19 20 Q
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