The state-of-the art of lateral displacement in soft ground under embankment is reviewed. The problem is investigated using the relationship between the maximum lateral displacement and settlement of embankment center. The calculated model is established with finite element method. The computed results show that during the loading period Δym = ΔS and during the period of consolidation Δym = 0.14ΔS. The loading consequences also affect the ratio. The calculated results is helpful to the research on the lateral displacement.