A method for controlling the resilience and deflection of roadbed from the design pointof view is proposed.Based on the theory of multi-layered elastic and elastic half-space system， thecalculation formula of resilient deflection is derived by using the rigid single-circular uniform loadmode and the fully continuous contact condition between layers.Because of the cohesion of the ac-tual filled soil， the cohesive influence coefficient is introduced， and the method of subgrade rebounddeflection control is put forward by using deflection equivalence.Based on the project of"fillingsubgrade with high liquid limits oil"of Wan yang Expressway in Hainan Province， the test schemeis worked out.The measured results show that the rebound deflection of the roadbed filled withhigh liquid limits oil is too large； the rebound deflection of the roadbed filled with sand and gravelwhich meets the material modulus requirement decreases slightly； the rebound deflection of theroadbed filled with cement which meets the material modulus requirement decreases greatly； themeasured value is slightly larger than the calculated value of the elastic theory， and the calculatedvalue is given.Corresponding reference value of viscosity influence coefficient.The effectiveness of the proposed control method for roadbed rebound deflection is verified.