A concrete dam with a triangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift.Given:B = 41.8 mH = 61.8 mConcrete, Yconc = 24 kN/m³HConcrete >>damWaterBCalculate the maximum soli pressure (kPa) at the base of the dam.Express your answer in whole number.

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A concrete dam with a triangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift. Given: B=41.8 m H = 61.8 m Concrete, Yconc= 24 kN/m³ Concrete dam Water B Calculate the maximum soli pressure (kPa) at the base of the dam. Express your answer in whole number.

A concrete dam with a triangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift. Given: B=41.8 m H = 61.8 m Concrete, Yconc= 24 kN/m³ Concrete dam Water B Calculate the maximum soli pressure (kPa) at the base of the dam. Express your answer in whole number.

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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Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

A concrete dam with a triangular cross section is shown in the figure. Consider 1m strip. Neglect the hydrostatic uplift.
Given:
B = 41.8 m
H = 61.8 m
Concrete, Yconc = 24 kN/m³
H
Concrete >>
dam
Water
B
Calculate the maximum soli pressure (kPa) at the base of the dam.
Express your answer in whole number.

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