4Seed H B,Chan C K,Lee C E.Resilience characteristics of subgrade soils and their relations to fatigue failures in asphalt pavements[M].Proceedings International Conference on Structural Design of Asphalt Pavement,University of Michigan,1962.
5Allen J J,Thompson M R.Resilient response of granular materials subjected to time dependent lateral stresses[M].Transp.Res.Rec.510,Transportation Research Board,Washington,D.C.,1974.
6Uzan J.Characterization of Granular Materials[Z].TRB,1985,No.1 022,Symposium on Mechanics of Granular Materials.
7Duncan J M,Seed H B.Compaction-Induced Earth Pressure Under K0 Conditions[J].ASCE,1986,112(1).
8Selig E T.Tensile Zone Effects on Performance of Layered Systems[J].Geotechnique,1987,37(3).
9NCHRP Project 1-38.Laboratory Determination of Resilient Modulus for Flexible Pavement Design-Final Report[Z].National Cooperative Highway Research Program,Transportation Research Board,National Research Council,June,1997.
10Ansell P,Brown S F.The Effect of Cyclic Shear Stresses on Granular Materials[M].Research Report Submitted to British Rail and Transportation Research and Road Laboratory(TRRL),University of Nottingham,1975.
