A rectangular foundation 2 m x 3 m carries a uniform pressure of 300 kPa near the surface of a soil deposit. Determine t

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A rectangular foundation 2 m x 3 m carries a uniform pressure of 300 kPa near the surface of a soil deposit. Determine t

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A Rectangular Foundation 2 M X 3 M Carries A Uniform Pressure Of 300 Kpa Near The Surface Of A Soil Deposit Determine T 1
A Rectangular Foundation 2 M X 3 M Carries A Uniform Pressure Of 300 Kpa Near The Surface Of A Soil Deposit Determine T 1 (75.35 KiB) Viewed 38 times
A rectangular foundation 2 m x 3 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 a long edge of the foundation: 0.24 1.8 0.22 12 CHUI 1.0 0,20 40.9 0.8 0.18 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0 Values of 1 93 kPa 50 kPa O154 kPa 200 kPa m 0.01 0.5 - X Ad A0qxle Z Note: m & n are interchangeable 0.1 (pressure) 14. Values of n L/z 1.0 10.7 0.6 0.5 0.3 0.2 meas 10
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