THOMPSON M R,ELLIOTT R P.Resilient properties of subgrade soils[R].Washington DC:Transportation Research Record,1985:31-42.

FREDLUND D G,BERGAN A T,WONG P K.Relation between resilient modulus and stress research conditions for cohesive subgrade soils[R].Washington DC:Transportation Record No 642 Transportation Research Board,National Research Council,1977:73-81.

YAW B P,DRUMM E C.Hyberbolic model for the resilient modulus response of fine-grained subgrade soil[C].New York:Resilient Moduli of Soils,ASCE,2010.

MOOSAZADEH J,WITCZAK M W.Prediction of subgrade moduli for soil that exhibits nonlinear behavior[R].Washington DC:Transportation Research Record,1981:9-17.

RAHIM A M,GEORGE K P.Models to estimate subgrade resilient modulus for pavement design[J].International Journal of Pavement Engineering,2005,6:89-96.

DUNLAP W A.A report on a mathematical model describing the deformation characteristics of granular materials[R].Texas:Technical Report,Texas Transp,Texas A&M University,1963.

MONISMITH C L,SEED H B,MITRY F G,et al.Prediction of pavement deflections from laboratory tests[C].Michigan:Proceedings,2ndInternational Conference Design of Asphalt Pavements,1967:109-140.

SEED H B,CHAN C K,LEE C E.Resilience characteristics of subgrade soils and their relations to fatigue failures in asphalt avements[C].Michigan:Proceedings International Conference on Structural Design of Asphalt Pavement,Michigan,University of Michigan,1962:611-636.

BROWN S F,PELL P S.An experimental investigation of the stresses,strains and deflection in a layered pavement structure subjected to dynamic loads[C].Michigan:Proceedings,2ndInternational Conference on the Structural Design of Asphalt Pavements,1967:487-504.

HICKS R G,MONISMITH C L.Prediction of the resilient response of pavements containing granular layers using nonlinear elastic theory[C].Michigan:Proceedings,3rdInternational Conference on the Structural Design of Asphalt Pavements,1972,1:410-429.

UZAN J.Characterization of granular materials[C].Washington DC:In Transportation Research Record 1022,TRB,National Research Council,1985:52-59.

BOUDALI M,ROBERT C.Laboratory determination of base material resilient moduli[C].Norway:proceedings 5thInternational Conference on the Bearing Capacity of Road and Airfields,1998,3:1235-1245.

LYTTON R L,UZAN J,FEMANDO E G,et al.Development and validation of performance prediction models and specifications for asphalt binders and paving mixes[R].Washington DC:Report SHRP A-357,Strategic Highway Research Program,National Research Council,1993:125-138.

ANDREI D,WITCZAK M W,SCHWARTZ C W,et al.Harmonized resilient modulus test method for unbound pavement materials[C].Washington DC:83rd Annual Meeting of Transportation Research Board,2004:28-41.

NI B,HOPKINS T C,SUN L,et al.Modeling the resilient modulus of soils[C].Lisbon,Portugal:In Proc,6thInternational Conference on the Bearing Capacity of Roads,Railways and Airfields,2002,2:1131-1142.

冉武平,李玲,张翛,等.重塑黄土动态回弹模量依赖性分析及预估模型[J].湖南大学学报(自然科学版),2018,45(9):130-137.RAN W P,LI L,ZHANG X,et al.Dependence analysis and prediction model of dynamic resilient modulus of remodeled-loess[J].Journal of Hunan University (Natural Sciences),2018,45(9):130-137.(in Chinese）

BROWN S F,HYDE A F L.Significance of cyclic confining stress in repeated-load triaxial testing of granular material[J].Transportation Research Record Journal of the Transportation Research Board,1975(537):49-58.

HUHTALA M.Unbound granular materials for road pavements[C].Lisbon Portugal:In Proc,6thInternational Conference on the Bearing Capacity of Roads&Airfields,2002.

SWEERE G T H.Unbound granular basis for roads[D].Delft:University of Delft,1990.

HEUKELOM W,KLOMP A J G.Dynamic testing as a means of controlling pavements during and after construction[C].Michigan:Proc.1stIntl Conference Structural Design of Asphalt Pavements,1962:667-685.

黄仰贤.路面分析与设计[M].余定选,齐诚,译.北京:人民交通出版社,1998.HUANG Y X.Pavement analysis and design[M].YU D X,QI C,translated.Beijing:People’s Communications Publishing,1998.(in Chinese）

GREEN J L,HALL J W.Nondestructive vibratory testing of airport pavements:experimental test results and development of evaluation methodology and procedure[C].Washington DC:Report No.FAA-RD-73-205,Federal Aviation Admin Washington DC,1975.

RAVINDRA G.Development of resilient modulus predictive models for base and subgrade pavement layers from in situ devices test results[D].Baton Rouge:Louisiana State University and Agricultural and Mechanical College,2004.

CARMICHAEL R F,STUART E.Predicting resilient modulus:A study to determine the mechanical properties of subgrade soils[J].Transportation Research Record,1985:145-148.

DRUMM E C,BOATENG-POKU Y,PIERCE T J.Estimation of subgrade resilient modulus from standard tests[J].Journal of the Geotechnical Division,ASCE,1990,116(5):774-789.

LEE W J,BOHRA N C,ALTSCHAEFFL A G.Resilient characteristics of dune sand[J].Journal of Transportation Engineering,ASCE,1995,121(6):502-506.

BROWN S F.The characterization of cohesive soils for flexible pavement design[C].Copenhagen:Proceedings 7thEuropean Conference on Soils Mechanics and Foundation Engineering,1979,2:15-22.

LOACH S C.Repeated loading of fine grained soils for pavement design[D].Nottingham:University of Nottingham,1987.

JORGE A C,WAI Y Y.Washington peres n′u?nez.Seasonal variations of a subgrade soil resilient modulus in southern brazil[C].Washington DC:83rdAnnual Meeting of Transportation Research Board,2004.

ALEXANDRE B P,RICARFO F G.The influence of moisture content and soil suction on the resilient modulus of a Lateritic Subgrade Soil[J].International Society for Rock Mechanics and Rock Engineering,2000,25(5):25-38.

张世洲.非饱和土土-水特征曲线的研究[D].上海：同济大学,2006.ZHANG S Z.Study on soil water characteristic curve of unsaturated soil[D].Shang Hai:Tongji University,2006.(in Chinese）

钱劲松,李嘉洋,周定,等.考虑吸力效应的非饱和黏土回弹模量预估模型[J].岩土力学,2018,39(1):123-128.QIAN J S,LI J Y,ZHOU D,et al.Prediction model of resilient modulus for unsaturated clay soils considering the effect of matric suction[J].Rock and Soil Mechanics,2018,39(1):123-128.(in Chinese)