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For the given dam as shown in the figure, determine: (a.) the factor of safety against sliding, (b.) factor of safety against overturning and (c.) maximum and minimum pressure intensity acting at the base of the dam. Assuming that the hydrostatic uplift varies linearly from one- half the hydrostatic head at the upstream edge of the dam to zero at the downstream edge. The width of the dam perpendicular to the sketch is 4m. For the unit weight of the dam, ycon = 2.5ywater. Use H 0.50 6m 19 m. y'-2.57 11 m 3 mi 4 m

For the given dam as shown in the figure, determine: (a.) the factor of safety against sliding, (b.) factor of safety against overturning and (c.) maximum and minimum pressure intensity acting at the base of the dam. Assuming that the hydrostatic uplift varies linearly from one- half the hydrostatic head at the upstream edge of the dam to zero at the downstream edge. The width of the dam perpendicular to the sketch is 4m. For the unit weight of the dam, ycon = 2.5ywater. Use H 0.50 6m 19 m. y'-2.57 11 m 3 mi 4 m

Fundamentals of Geotechnical Engineering (MindTap Course List)
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 8.2P
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For the given dam as shown in the figure, determine: (a.) the factor of safety against sliding, (b.) factor of safety against overturning and (c.) maximum and minimum pressure intensity acting at the base of the dam. Assuming that the hydrostatic uplift varies linearly from one- half the hydrostatic head at the upstream edge of the dam to zero at the downstream edge. The width of the dam perpendicular to the sketch is 4m. For the unit weight of the dam, ycon = 2.5ywater. Use 0.50 %3D 6m 19 m 3 mi 4 m + -11 m
Transcribed Image Text:For the given dam as shown in the figure, determine: (a.) the factor of safety against sliding, (b.) factor of safety against overturning and (c.) maximum and minimum pressure intensity acting at the base of the dam. Assuming that the hydrostatic uplift varies linearly from one- half the hydrostatic head at the upstream edge of the dam to zero at the downstream edge. The width of the dam perpendicular to the sketch is 4m. For the unit weight of the dam, ycon = 2.5ywater. Use 0.50 %3D 6m 19 m 3 mi 4 m + -11 m
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