[1] Wersall C, Larsson S.Small-scale testing of frequency-dependent compaction of sand using a vertically vibrating plate[J]. Geotechnical Testing Journal (S0149-6115), 2013, 36(3): 394-403. [2] Monical A, Rosalla P T, Dolores M A, et al.Comparative analysis of exposure limit values of vibrating hand-held tools[J]. International Journal of Industrial Ergonomics (S0169-8141), 2013, 43(3): 218-224. [3] Yoo T S, Selig E T.Dynamics of vibratory-roller compaction[J]. Journal of the Geotechnical Engineering Division (S0093-6405), 1979, 105(10): 1211-1231. [4] Rinehart R V, Berger J R, Mooney M A.Comparison of stress states and paths vibratory roller-measured soil stiffness and resilient modulus testing[J]. Transportation Research Record (S0361-1981), 2009, 2116(2): 8-15. [5] Grabe J.Continuous invers calculation of soil stiffness from the dynamic behaviour of a driving vibratory roller[J]. Archive of Applied Mechanics (S0939-1533), 1993, 63(1): 472-478. [6] Lu S, Chung D D L. Viscoelastic behavior of silica particle compacts under dynamic compression[J]. Journal of Materials in Civil Engineer (S0899-1561), 2014, 26(3): 551-553. [7] 管迪, 陈乐生. 振动压路机的一种非线性动力学建模与仿真[J]. 系统仿真学报, 2007, 19(24): 5809-5812. [8] Cao Y W, Huang X J, Ma L Y.Finite element analysis to vibratory drum-soil model of vibratory roller[J]. Applied Mechanics and Materials (S1662-7482), 2011, 96(7): 2005-2008. [9] Xu Q, Chang G K.Evaluation of intelligent compaction for asphalt materials[J]. Automation in Construction (S0926-5805), 2013, 30(3): 104-112. [10] Liu D H, Sun J, Zhong D H.Compaction quality control of earth-rock dam construction using real-time field operation data[J]. Journal of Construction Engineering and Management (S0733-9364), 2012, 138(9): 1085-1094. [11] Wu J L, Luo Z, Zhang N, et al.A new uncertain analysis method and its application in vehicle dynamics[J]. Mechanical Systems and Signal Processing (S0888-3270), 2015, 50(1): 659-675. [12] Zhang W C, Tan S C, Gao P Z, et al.Non-linear time series analysis on flow instability of natural circulation under rolling motion condition[J]. Annals of Nuclear Energy (S0306-4549), 2014, 65(3): 1-9. [13] Harvey P S, Wiebe R, Gavin H P.On the chaotic response of a nonlinear rolling isolation system[J]. Physica D: Nonlinear Phenomena (S0167-2789), 2013, 256(15): 36-42. [14] Shen P H.Hysteresis modeling and analysis for dynamic compaction[J]. Advanced Material Research (S1022-6680), 2014, 1037(2): 53-56. [15] Denies N, Canou J, Roux J N.Vibrocompaction properties of dry sand[J]. Canadian Geotechnical Journal (S0008-3674), 2014, 51(4): 409-419. [16] Ata A A, Hamid R R, Said H T, et al.Loading frequency effect on stiffness, damping and cyclic strength of modeled rockfill materials[J]. Soil Dynamics and Earthquake Engineering (S0267-7261), 2012, 33(1): 1-18. [17] Horan R D, Chang G K, Xu Q, et al.Improving quality control of hot-mix asphalt paving with intelligent compaction technology[J]. Transportation Research Record (S0361-1981), 2012, 2268(10): 82-91. [18] Minaev O P.Development of vibratory method for soil compaction during construction[J]. Soil Mechanics and Foundation Engineering (S0038-0741), 2011, 48(5): 190-195. |