EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
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Chapter 12, Problem 12.18P
To determine
Find the thickness and the P wave velocity of the materials.
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Determine the heel and toe stresses and the factor of safeties for sliding and
overturning for the gravity dam section shown in the figure below for the following
loading conditions:
-
-
-
-
-
Horizontal earthquake (Kh) = 0.1
Normal uplift pressure with gallery drain working
Silt deposit up to 30 m height
No wave pressure and no ice pressure
Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³
- Submerged weight of silt = 0.9 Ton/m³
-
Coefficient of friction = 0.65 and angle of repose = 25°
Solve this question with the presence of gallery and without gallery., discuss
the issue in both cases....
144 m
4m
8m
6m
Wi
8m
+7m.
120m
Chapter 12 Solutions
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
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