A dam 4 m wide at the top, 16 m at the bottom, and 24 m high, has water 18 m deep on its vertical side. Neglecting hydrostatic uplift, determine the soil pressure at the heel. Assume unit weight of concrete to be 23.50 kN/m3 A dam 4 m wide at the top, 16 m at the bottom, and 24 m high, has water 18 m deep on its vertical side. Neglecting hydrostaticuplift, determine the soil pressure at the heel. Assume unit weight of concrete to be 23.50 kN/m3A 705.00 kPaB) 446.26 kPa258.74 kPa(D) 352.50 kPa

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A dam 4 m wide at the top, 16 m at the bottom, and 24 m high, has water 18 m deep on its vertical side. Neglecting hydrostatic uplift, determine the soil pressure at the heel. Assume unit weight of concrete to be 23.50 kN/m3 A 705.00 kPa B) 446.26 kPa 258.74 kPa (D) 352.50 kPa

A dam 4 m wide at the top, 16 m at the bottom, and 24 m high, has water 18 m deep on its vertical side. Neglecting hydrostatic uplift, determine the soil pressure at the heel. Assume unit weight of concrete to be 23.50 kN/m3 A 705.00 kPa B) 446.26 kPa 258.74 kPa (D) 352.50 kPa

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter15: Braced Cuts

Section: Chapter Questions

Problem 15.6P

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Question

A dam 4 m wide at the top, 16 m at the bottom, and 24 m high, has water 18 m deep on its vertical side. Neglecting hydrostatic
uplift, determine the soil pressure at the heel. Assume unit weight of concrete to be 23.50 kN/m3
A 705.00 kPa
B) 446.26 kPa
258.74 kPa
(D) 352.50 kPa

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