Right option is (b) σy= σy’+γw(h-he)
The explanation is: The total stress is equal to effective stress plus pore pressure. In y- direction, the normal stress is given by,
σy= σy’+u
u= γw(h-he)
where, h=total head at the point
he=elevation head
∴ σy= σy’+γw(h-he).