A drain pipe is to be installed by jacking under a highway embankment, as shown in the figure holow $$ cnil mnund is to be placed over the ground surface to provide resistance to the jacking $3$ ound and ground surface are from a soil that has shear strength parameters $c\text{'}30,$ and unit weight of $18k\frac{N}{m^3}.$ At times the jack applies $3000kN$ to press ict against soil mound through a steel plate. Would the soil mound beyond the plate be able to resist the jacking force? $($provide your answer with the necessary calculations$).$