International Journal of Transportation Engineering and Technology

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Quality Acceptance Methods and Standards for Continuous Compaction Control Technology

Received: Nov. 12, 2019    Accepted:     Published: Nov. 18, 2019
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Abstract

In order to promote the wide application of continuous compaction control technology in China, the continuous compaction control technical regulations of various countries and regions in the world are taken as research objects, and the technical characteristics and application conditions of various countries' regulations are compared and analyzed. The current continuous compaction control technology is analyzed. The main quality acceptance methods and standards, summed up the application experience of the technology around the world. The results show that the comprehensive evaluation of the comprehensive evaluation of compaction degree, compaction uniformity and compaction stability is the trend of quality control standards development. The calibration method is mainly used. The problem of water content of fine particle fillers has a significant impact on continuous compaction control and has been widely recognized. The water content of the filler needs to be controlled in engineering applications. The basic theory of continuous compaction control method is becoming more and more mature, and the development direction of the actual compaction problem is gradually developed. The accuracy requirement of continuous compaction control is gradually improved. The weak area identification method is supplemented by the incremental method of measurement. The reasonable selection of evaluation methods for engineering characteristics is an effective way to promote the successful application of continuous compaction control technology.

DOI 10.11648/j.ijtet.20190504.13
Published in International Journal of Transportation Engineering and Technology ( Volume 5, Issue 4, December 2019 )
Page(s) 82-87
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Continuous Compaction Control, Technical Regulations, Quality Control Methods, Vibration Measurement

References
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[2] Christopher M. Savan, Kam W. Ng, Khaled Ksaibati. Benefit-cost analysis and application of intelligent compaction for transportation [J]. Transportation Geote- chnics, 2016, 9: 37–45.
[3] Manik Barman, Moeen Nazari, Syed Asif Imran, Sesh Commuri, Musharraf Zaman, Fares Beainy, Dharamveer Singh. Quality control of subgrade soil using intelli- gent compaction [J]. Innovative Infrastructure Solutions, 2016, 1 (1): 155–162.
[4] Xu Guanghui. Dynamic principle and engineering application of continuous compaction control of roadbed [M], Beijing: Science Press, 2016.
[5] Brandl, H., and D. Adam. (1997). “Sophisticated Conti- nuous Compaction Control of Soils and Granular Materials.” Proceedings 14th International Conference on Soil Mechanics and Foundation Engineering. Ham- burg, Germany, pp: 1–6.
[6] Ministry of Transport of the People's Republic of China. JT/T 1127-2017 Technical Conditions for Continuous Compaction Control System for Highway Subgrade Filling Project [S]. Beijing: China Communications Press, 2017.
[7] European Committee for Standardization. PD CEN/TS 17006:2016 Earthworks Continuous Compaction Con-trol [S]. London: BSI Standards Limited, 2017.
[8] Minnesota Department of Transportation. Mn/DOT Specification 2106 Pilot Specification for Embank- ment Grading Materials [S]. St Paul: Minnesota Depart- ment of Transportation Office of Research Services, 2007.
[9] Michael A. Mooney, Robert V. Rinehart, Norman W. Facas, et al. “Intelligent Soil Compaction Systems.” National Cooperative Highway Research Program Report 676 [R]. Washington, D. C.: Transportation Res- earch Board, 2010.
[10] Anderegg, R., K. Kaufmann. “Intelligent Compaction with Vibratory Rollers.” Transportation Research Re- cord 1868 [R]. Washington, D. C.: Transportation Resear- ch Board, 2004.
[11] Petersen, L. Continuous Compaction Control MnROAD Demonstration. Final report submitted to Mn/DOT, Report No. MN/RC-2005-07[R]. St Paul: Minnesota De- part-ment of Transportation, 2005.
[12] Forssblad L. Compaction meter on vibrating rollers for improved compaction control[C]//Proceedings of International Conference on Compaction. 1980, 2: 541– 546.
[13] Thumer H, Sandstrom A. Continuous compaction control, CCC[C]//European Workshop Compaction of Soils and Granular Materials, Presses Fonts et Chauss- ees, Paris, France. 2000: 237–246.
[14] Nohse Y, Kitano M. Development of a new type of single drum vibratory roller[C]//Proc. 14th Intl. Conf. of the Intl. Soc. For Terrain-Vehicle Systems, Vicks- burg, MS. 2002: 1–10.
[15] Mooney M A. Intelligent soil compaction systems [M]. Transportation Research Board, 2010.
[16] Anderegg, R. (1998). “Nichtlineare Schwingungen bei dynamischen Bodenver-dichtern (Nonlinear Vibrations with Dynamic Soil Compactors).” Dissertation. Diss. ETH Nr. 12419, Eidgenössische Technische Hochschule, Zürich.
[17] Anderegg, R., and K. Kaufmann. (2004). “Intelligent Compaction with Vibratory Rollers.” Transportation Research Record 1868, Transportation Research Board, Washington, D. C., pp: 124–134.
[18] Krober W, Floss R, Wallrath W. Dynamic soil stiffness as quality criterion for soil compaction [J]. Geotech- nics for roads, rail tracks, and earth structures, 2001: 188–199.
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  • APA Style

    Zhang Daoxiu, Jiang Huihuang, Gao Mingxian, Zhang Jiandong, Xiang Weiguo, et al. (2019). Quality Acceptance Methods and Standards for Continuous Compaction Control Technology. International Journal of Transportation Engineering and Technology, 5(4), 82-87. https://doi.org/10.11648/j.ijtet.20190504.13

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    ACS Style

    Zhang Daoxiu; Jiang Huihuang; Gao Mingxian; Zhang Jiandong; Xiang Weiguo, et al. Quality Acceptance Methods and Standards for Continuous Compaction Control Technology. Int. J. Transp. Eng. Technol. 2019, 5(4), 82-87. doi: 10.11648/j.ijtet.20190504.13

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    AMA Style

    Zhang Daoxiu, Jiang Huihuang, Gao Mingxian, Zhang Jiandong, Xiang Weiguo, et al. Quality Acceptance Methods and Standards for Continuous Compaction Control Technology. Int J Transp Eng Technol. 2019;5(4):82-87. doi: 10.11648/j.ijtet.20190504.13

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  • @article{10.11648/j.ijtet.20190504.13,
      author = {Zhang Daoxiu and Jiang Huihuang and Gao Mingxian and Zhang Jiandong and Xiang Weiguo and Yan Xiaoxia and Guo Dong and Zhao Chongji and Wu Longliang},
      title = {Quality Acceptance Methods and Standards for Continuous Compaction Control Technology},
      journal = {International Journal of Transportation Engineering and Technology},
      volume = {5},
      number = {4},
      pages = {82-87},
      doi = {10.11648/j.ijtet.20190504.13},
      url = {https://doi.org/10.11648/j.ijtet.20190504.13},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ijtet.20190504.13},
      abstract = {In order to promote the wide application of continuous compaction control technology in China, the continuous compaction control technical regulations of various countries and regions in the world are taken as research objects, and the technical characteristics and application conditions of various countries' regulations are compared and analyzed. The current continuous compaction control technology is analyzed. The main quality acceptance methods and standards, summed up the application experience of the technology around the world. The results show that the comprehensive evaluation of the comprehensive evaluation of compaction degree, compaction uniformity and compaction stability is the trend of quality control standards development. The calibration method is mainly used. The problem of water content of fine particle fillers has a significant impact on continuous compaction control and has been widely recognized. The water content of the filler needs to be controlled in engineering applications. The basic theory of continuous compaction control method is becoming more and more mature, and the development direction of the actual compaction problem is gradually developed. The accuracy requirement of continuous compaction control is gradually improved. The weak area identification method is supplemented by the incremental method of measurement. The reasonable selection of evaluation methods for engineering characteristics is an effective way to promote the successful application of continuous compaction control technology.},
     year = {2019}
    }
    

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  • TY  - JOUR
    T1  - Quality Acceptance Methods and Standards for Continuous Compaction Control Technology
    AU  - Zhang Daoxiu
    AU  - Jiang Huihuang
    AU  - Gao Mingxian
    AU  - Zhang Jiandong
    AU  - Xiang Weiguo
    AU  - Yan Xiaoxia
    AU  - Guo Dong
    AU  - Zhao Chongji
    AU  - Wu Longliang
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    PY  - 2019
    N1  - https://doi.org/10.11648/j.ijtet.20190504.13
    DO  - 10.11648/j.ijtet.20190504.13
    T2  - International Journal of Transportation Engineering and Technology
    JF  - International Journal of Transportation Engineering and Technology
    JO  - International Journal of Transportation Engineering and Technology
    SP  - 82
    EP  - 87
    PB  - Science Publishing Group
    SN  - 2575-1751
    UR  - https://doi.org/10.11648/j.ijtet.20190504.13
    AB  - In order to promote the wide application of continuous compaction control technology in China, the continuous compaction control technical regulations of various countries and regions in the world are taken as research objects, and the technical characteristics and application conditions of various countries' regulations are compared and analyzed. The current continuous compaction control technology is analyzed. The main quality acceptance methods and standards, summed up the application experience of the technology around the world. The results show that the comprehensive evaluation of the comprehensive evaluation of compaction degree, compaction uniformity and compaction stability is the trend of quality control standards development. The calibration method is mainly used. The problem of water content of fine particle fillers has a significant impact on continuous compaction control and has been widely recognized. The water content of the filler needs to be controlled in engineering applications. The basic theory of continuous compaction control method is becoming more and more mature, and the development direction of the actual compaction problem is gradually developed. The accuracy requirement of continuous compaction control is gradually improved. The weak area identification method is supplemented by the incremental method of measurement. The reasonable selection of evaluation methods for engineering characteristics is an effective way to promote the successful application of continuous compaction control technology.
    VL  - 5
    IS  - 4
    ER  - 

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Author Information
  • Shenzhen Construction Engineering Quality Testing Center, Shenzhen, China

  • China Academy of Railway Sciences Corporation Limited, Beijing, China; Shenzhen Research and Design Institute, China Academy of Railway Sciences Corporation Limited, Shenzhen, China

  • Shenzhen Research and Design Institute, China Academy of Railway Sciences Corporation Limited, Shenzhen, China

  • Shenzhen Construction Engineering Quality Testing Center, Shenzhen, China

  • China Academy of Railway Sciences Corporation Limited, Beijing, China

  • Shenzhen Research and Design Institute, China Academy of Railway Sciences Corporation Limited, Shenzhen, China

  • Shenzhen Research and Design Institute, China Academy of Railway Sciences Corporation Limited, Shenzhen, China

  • Shenzhen Research and Design Institute, China Academy of Railway Sciences Corporation Limited, Shenzhen, China

  • China Academy of Railway Sciences Corporation Limited, Beijing, China

  • Section