Design and Fabrication of a Road Roller with Double-Frequency Composed Vibration and Its Compaction Performance
详细信息    查看全文
  • 作者:Yunshi Yao (1)
    Zhongxu Feng (1)
    Shibin Chen (1)
    Zhifeng Zhang (1)
    Lijun Zhao (1)
    Wu Zhao (1)
  • 关键词:Compaction quality ; Roller ; Double ; frequency composed vibration ; Resonance frequency component
  • 刊名:Arabian Journal for Science and Engineering
  • 出版年:2014
  • 出版时间:December 2014
  • 年:2014
  • 卷:39
  • 期:12
  • 页码:9219-9225
  • 全文大小:2,642 KB
  • 参考文献:1. Mohammed Y.F., Yousif J.A., Maysam T.A.: A procedure for analyzing reinforced embankments. Arab. J. Sci. Eng. 37, 1547鈥?555 (2012) CrossRef
    2. Isfendiyar E., Handan U.: Designing high-speed train railway embankments using finite element analysis. Arab. J. Sci. Eng. 37, 2127鈥?136 (2012) CrossRef
    3. Canillas E.C., Salokhe V.M.: Regression analysis of some factors influencing soil compaction. Soil Tillage Res. 61(3鈥?), 167鈥?78 (2001) CrossRef
    4. Lee H.J., Lee J.H., Park H.M.: Performance evaluation of high modulus asphalt mixtures for long life asphalt pavements. Constr. Build Mater. 21(5), 1079鈥?087 (2007) CrossRef
    5. Micaelo R., Ribeiro J., Azevedo M. et聽al.: Asphalt compaction study. Road Mater. Pavement Des. 12(3), 461鈥?91 (2011)
    6. Halim A.E., Bauer G.E., Phang W.A.: Improvement of the engineering properties of asphalt pavements using a 鈥榮oft鈥?compaction technique (AMIR-compaction). Constr. Build. Mater. 1(4), 202鈥?08 (1987) CrossRef
    7. Crispino M., Mariani E., Rampini R.: Increasing asphalt pavements durability through accurate construction: a model for compaction design. Struct. Infrastruct. Eng. 7(1鈥?), 177鈥?86 (2011) CrossRef
    8. Doh Y.S., Yun K.K., Amirkhanian S.N. et聽al.: Framework for developing a static strength test for measuring deformation resistance of asphalt concrete mixtures. Constr. Build. Mater. 21(12), 2047鈥?058 (2007) CrossRef
    9. Kruckenberg T., Lin Y., Rowan Y.P.: Static and vibration compaction and microstructure analysis on plain-woven textile fabrics. Compos. Part A Appl. Sci. Manuf. 39(3), 488鈥?02 (2008) CrossRef
    10. Venkatarama-Reddy B.V., Jagadish K.S.: The static compaction of soils. Geotechnique 43(2), 337鈥?41 (1993) CrossRef
    11. Zhao L.H., Liang L.: Study and application of impact compaction technologies in national foundation compaction projects. Constr. Technol. 36(1), 18鈥?3 (2007)
    12. Pinard, M.I.: Innovative developments in compaction technology using high energy impact compactors. In: Proceedings of the 8th Australia New Zealand Conference on Geomechanics: Consolidating Knowledge. Australian Geomechanics Society, Barton, pp. 775鈥?81 (1999)
    13. Scott R.A., Pearce R.W.: Soil compaction by impact. Geotechnique 25(1), 19鈥?0 (1975) CrossRef
    14. Dzholdasbekov, S.U.; Temirbekov, Y.S.: Shock-free race track of road roller vibration exciters. In: Proceedings of the World Congress on Engineering, vol. III, pp. 25鈥?6. Newswood Limited, London, UK (2011)
    15. Rinehart R.V., Mooney M.A.: Instrumentation of a roller compactor to monitor vibration behavior during earthwork compaction. Autom. Constr. 17(2), 144鈥?50 (2008) CrossRef
    16. Anderegg R., Kaufmann K.: Intelligent compaction with vibratory rollers: feedback control systems in automatic compaction and compaction control. Transp. Res. Rec. J. Transp. Res. Board 1868, 124鈥?34 (2004) CrossRef
    17. Khunthongkeaw J., Somnuk T.: Vibration consistency prediction model for roller-compacted concrete (RCC). ACI Mater. J. 100(1), 3鈥?3 (2003)
    18. Paul J.V., Michael A.M.: Capturing nonlinear vibratory roller compactor behavior through lumped parameter modeling. J. Eng. Mech. 134, 684鈥?93 (2008) CrossRef
    19. Mooney M.A., Rinehart R.V.: Field monitoring of roller vibration during compaction of subgrade soil. J. Geotech. Geoenviron. Eng. ASCE 133(2), 257鈥?65 (2007) CrossRef
    20. Yao Y.S., Feng Z.X., Li Y.W. et聽al.: Study on double-frequency composed vibrating compaction method based on resonance and antifriction principle. Adv. Mater. Res. 402, 742鈥?46 (2012) CrossRef
    21. Lian C., Zhuge Y.: Optimum mix design of enhanced permeable concrete鈥攁n experimental investigation. Constr. Build. Mater. 24(12), 2664鈥?671 (2010) CrossRef
    22. Long Y.J., Yang Y., Wang S.M.: Auto-propelled chaotic vibratory heavy road roller. J. China Agric. Univ. 5(2), 12鈥?4 (2000)
    23. Yao Y.S., Li Y.W., Shi X., Feng Z.X. et聽al.: Industrial experiment on double-frequency composed vibratory roller. J. Chang鈥檃n Univ. (Nat. Sci. Ed.) 33(2), 101鈥?06 (2013)
  • 作者单位:Yunshi Yao (1)
    Zhongxu Feng (1)
    Shibin Chen (1)
    Zhifeng Zhang (1)
    Lijun Zhao (1)
    Wu Zhao (1)

    1. Key Laboratory for Highway Construction Technology and Equipment of Ministry of Education, Chang鈥檃n University, Xi鈥檃n, 710064, China
文摘
To improve the efficiency of compaction and the compaction quality of pavement, a novel design principle of a roller based on double-frequency composed vibration (DFV) was put forward and adopted. According to the design function, the eccentric shaft parts of the steel wheel were designed and manufactured to match the vibration system and driving system, and a prototype of the DFV roller was obtained by assembling these modules. The frequency domain of the roller was simulated and tested. The consistent results showed that in a working state, the DFV roller could simultaneously excite two frequency components, thus providing an additional resonance frequency component in the compaction process compared with the case for the traditional vibratory roller with a single resonance frequency component. Moreover, the compaction experiment showed that the roller with two resonance frequency components provided better compaction strength and compaction depth than the traditional vibratory roller. In road construction, the DFV roller would be able to improve the efficiency of compaction and the compaction quality of the pavement, ultimately increasing pavement life.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700