6THIELE D J,TADROS M K,JOSEPH V B,THIELE D J,TADROS M K,JOSEPH V B. State of the Art for Control of Bridge Approach Settlement[J].Bridge Evaluation Repair and Rehabilitation,1990.57-70.
7LOMBAERT G,DEGRANDE G,CLOUTEAU D,LOMBAERT G,DEGRANDE G,CLOUTEAU D. Numerical Modeling of Free Field Traffic-induced Vibrations[J].Soil Dynamics and Earthquake Engineering,2000,(07):473-488.
8邓学钧;孙璐.车辆一地面结构系统动力学[M]北京:人民交通出版社,2000.
9MONLEY G J,WU T H,WU T H. Tensile Reinforcement Effects on Bridge-approach Settlement[J].Journal of Geotechinical Engineering ASCE,1993,(04):749-762.
10GILLESPIE T D,KARAMIHAS S M,CEBON D. Effects of Heavy Vehicle Characteristics on Pavement Response and Performance,[NCHRP Report 353][R].Washington,DC:Transportation Research Board,1993.