Solve the question in excel and send it to the private email. Email me, please: MOHAMEDREAL441@GMAIL.COM A 1.0 m square, 0.5 m deep footing carries a downward service load of 200 kN. It is underlain by an overconsolidated clay with the following engineering properties: Ce = 0.20, C, 0.05.20 0.7. OCR = 8 and y = 15.0 kN/m above the groundwater table and 16.0 kN/m below. The groundwater table is at a depth of 10 m below the ground surface. Determine the total settlement of this footing. Solve the question in excel and send it to the private email. Email me, please: MOHAMEDREAL441@GMAIL.COM A 1.0 m square, 0.5 m deep footing carries a downward service load of 200 kN. It is underlain by an overconsolidated clay with the following engineering properties: Ce = 0.20, C, 0.05.20 0.7. OCR = 8 and y = 15.0 kN/m above the groundwater table and 16.0 kN/m below. The groundwater table is at a depth of 10 m below the ground surface. Determine the total settlement of this footing