A square foundation 2 mx 2 m carries a uniform pressure of 300 kPa near the surface of a soil deposit. Determine the vertical stress increase at a depth 2 m below the centre of any edge of the foundation 0.24 1.0 -09 -0.8 4) x 70.7 0.5 04 03 02 Pю Values of 0.18 0.16 0.14 0.12 0.22 0.20 0.10 0.08 0.06 0.04 0.02 0 0.01 0.5 ---- A0-as la Note: m & n are interchangeable 0.1 INSO Values of n= L/z 1.0 m=0.1 10
O 50 kPa O 72 kPa O 154 kPa O 200 kPa
A square foundation 2 mx 2 m carries a uniform pressure of 300 kPa near the surface of a soil deposit. Determine the ver
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A square foundation 2 mx 2 m carries a uniform pressure of 300 kPa near the surface of a soil deposit. Determine the ver
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