Scenario 4: EHP in case of a rigid slab for H = 5 and 10 m: (a) EHP as a function of T_2D, (b) EHP and influence factor μ_i, (c) and (d) EHP normalised by μ_i as a function of two different T. SClay1S results are plotted using filled markers, Creep-SClay1S maximum values with unfilled markers and 120 years values are indicated by grey shaded markers