The parallel strip footings 3m wide and 5cm apart center to center transmit contact pressure of 230, 180, 130KN/m3 respectively. Calculate the vertical stress due to combined loads beneath the centers of each footing at a depth of 3m above the base. Asime the footings are placed at a depth of 2m below the groud surface. Use Boussin eq’s method for line loads.
Civil Engineering- Geotechnical Engineering
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The parallel strip footings 3m wide and 5cm apart center to center transmit contact pressure of...