When Pf is increased, the whole Mohr circle moves to the left
Devastating landslides reflect the effect of rain-induced fluid pressure increase in slope cover that equally lowers the normal stresses, leading to frictional instability. This is readily illustrated in a Mohr construction for stress, with frictional envelope (red) and principal stresses of the slope material before and after fluid pressure (Pf). When the Mohr circle meets the friction envelope, sliding occurs, as the maximum shear stress remains unchanged.