Consolidation Settlement at the center of square footing | Overconsolidated Soil

[@MasterCivilEngineering]

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[@carolinamendez1053]

why do you input the initial overburden pressure as 7.8, not taking into account the pressure from the 1m of fill above the clay layer?

[@HashemAljifri515]

The original ground surface is at 1 meter below the footing (building)

[@HashemAljifri515]

Sir what is A and n and m? A is the area of the corner footing or length?

[@MasterCivilEngineering]

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[@MasterCivilEngineering]

A and B are the sides of small square footing and m and n are the unitless coefficients which are used to determine Influence Coefficient

[@deboprasadbiswas1987]

Sir, what is 250 in stress calculation.......

[@MasterCivilEngineering]

Thanks for watching dear

[@MasterCivilEngineering]

250 kPa is the stress at the base of the footing due to load on the footing

[@esmettazlan2120]

How about circulation foundation example?

[@MasterCivilEngineering]

Thanks for Watching Master Civil Engineering

[@MasterCivilEngineering]

Will make an video soon on circular footing