Foundation Engineering Show All The Steps Please 1 (910.05 KiB) Viewed 12 times
For the earth pressure problem shown in the figure, choose the dosest value to the value of depth of tension cracks below the ground surface. 1 m (G.S. &
5 m Soil 1 $= 30° C=12 kPa y= 18.07 kN/m Soil 2 b= 36 y= 19.87 kN/m3
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