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when you have a thin flexible retaining wall with height 10 ft, unit weight of soil...

when you have a thin flexible retaining wall with height 10 ft, unit weight of soil 110 pcf, international friction angle 25 degree, zero cohesion what will be resultant lateral force per unit length acting on the wall in lbs?

Engineering   Civil-Engineering   
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Answer #1

therefore resultant lateral force per unit length of wall = 2232.222 lbs

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