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( 5 pts) sketch the terzaghi model of shear failure of soil under the base of a strip footing.ii
( 5 pts ) why is it appropriate to use the net and not the gross bearing pressure in the settlement calculation of shallow foundations?
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List three differences between boussinesq and westergaard's theories Draw the contact pressure distribution between A flexible footing and sandy soil A rigid footing and sandy soil
A flexible footing and clayey soil
