# GATE Papers >> Civil >> 2016 >> Question No 53

Question No. 53

A seepage flow condition is shown in the figure. The saturated unit weight of the soil ${\gamma }_{sat=18}$ kN/m3. Using unit weight of water,${\gamma }_{w=9.81}$ kN/m3, the effective vertical stress (expressed in kN/m2) on plane X-X is ________

##### Answer : 65.3 : 65.6

Solution of Question No 53 of GATE 2016 Civil Paper

Force = hvrw

hL at X - X = $\frac36\times5=2.5{\mathrm\gamma}_\mathrm w$

Effective stress at = X - X = 5$\gamma$sub + 2.5$\gamma$rw

= 5 (18-9.81) + 2.5 x 9.81

= 65.475 kN/m2

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