Geotechnical Engineering - Rankine Method
Please show complete solution and neat handwriting.
For the retaining wall shown, use the following data: H=7.3m, H =3m, y1=18 kN/m”, Y2=19.5 kN/m”, '=32º. Surcharge = 4 | 1 1 Required: Sand a. If the wall can withstand a maximum H lateral force of 200 kN, determine the 1 maximum surcharge that can be applied Groundwater table at the top of the backfill, in KPa. b. Neglecting any surcharge, determine the Sand Y? (saturated unit weight) magnitude and location maximum external force that can be applied cs=0 towards the wall, in kN. Frictionless wall H
Geotechnical Engineering - Rankine Method Please show complete solution and neat handwriting.
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