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Homework 11 An engineer is planning to make an uniform cut to leave 4 ft. thick soil mass on top of the bed rock, which is inclined at an angle of 30 degrees. The water table is on the ground surface. Unit weight, cohesion and friction angle of the soil were 115 pcf, 600 psf and 22 degrees, respectively. Please calculate the factor safety of the slope if an earthquake induced ground motion of 0.3g is expected at this site. Also calculate the expected amount of ground displacement. water table 4 ft Soll
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