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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2012  >  12(2): 1-9
HU Li-qun, SHA Ai-min, ZHANG Sha-sha. Design method of no-fines porous concrete composition based on vibration compaction[J]. Journal of Traffic and Transportation Engineering, 2012, 12(2): 1-9. doi: 10.19818/j.cnki.1671-1637.2012.02.001
Citation: HU Li-qun, SHA Ai-min, ZHANG Sha-sha. Design method of no-fines porous concrete composition based on vibration compaction[J]. Journal of Traffic and Transportation Engineering, 2012, 12(2): 1-9. doi: 10.19818/j.cnki.1671-1637.2012.02.001
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Design method of no-fines porous concrete composition based on vibration compaction

doi: 10.19818/j.cnki.1671-1637.2012.02.001

  • School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

Funds:

New Century Excellent Talents in University NCET-08-0748

National Natural Science Foundation of China 50878027

"Eleventh Five-Year" National Science and Technology Support Program 2006BAJ18B05

Special Fund for Basic Scientific Research of Central Colleges CHD2010JC107

Special Fund for Basic Scientific Research of Central Colleges CHD2011TD014

More Information
  • Author Bio:

    HU Li-qun(1971-), Male, Xi'an, Shaanxi, Associate Professor of Chang'an University, PhD, Researchon Road Structure and Materials, +86-29-82334826, hlq123@126.com

  • Received Date: 2011-11-22
  • Publish Date: 2012-04-25
    Abstract
  • The viscosity change rules of cement pastes, cement fly-ash pastes and cement silica fume pastes with different water to powder ratios were studied by using paste penetration test.Paste adhesive capacity to aggregate and paste leakage condition were analyzed based on mixture mixing test and vibration compaction test, and the design method of no-fines porous concrete composition at vibration compaction condition was provided.Analysis result indicates that in the mixing process of mixture, the amount of paste adhered to aggregate increases firstly and then decreases with the increase of paste penetration value, and paste adhesive ability is great when penetration value is 20-40 mm.Penetration value is further narrowed to 20-25 mm to avoid paste leakage and specimen damage at vibration compaction condition.No-fines porous concrete with 21.8% void ratio is designed by using the method, pore distribution in specimens is uniform, and 28 d compressive strength and flexural strength can reach 22.8 MPa and 3.4 MPa respectively.

     

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    • References(18)
  • [1]
    SUN Dao-sheng, HU Pu-hua, DUAN Jia-chao, et al. Preliminary study of preparation of non-sand big-hole planting concrete[J]. Journal of Anhui Institute of Architecture and Industry, 2004, 12(1): 35-39. https://en.cnki.com.cn/Article_en/CJFDTOTAL-AHJG200401008.htm
    [2]
    HUO Liang. Preparation, properties of pervius concrete pavement material[D]. Nanjing: Southeast University, 2004.
    [3]
    ZHAO Ya-lan, XING Xiang-yang. Structure and construction technology of low-noise anti-skid cement concrete pavement[J]. Road Machinery and Construction Mechanization, 2009, 26(6): 43-46. https://en.cnki.com.cn/Article_en/CJFDTotal-ZLJX200906024.htm
    [4]
    KIM H K, LEE H K. Influence of cement flow and aggregate type on the mechanical and acoustic characteristics of porous concrete[J]. Applied Acoustics, 2010, 71(7): 607-615. doi: 10.1016/j.apacoust.2010.02.001
    [5]
    PENG Liang-tao, YANG Cheng-zhong, MIN Chang-hua, et al. Analysis of measures of reducing noises for cement concrete[J]. Road Machinery and Construction Mechanization, 2007, 24(10): 30-32.
    [6]
    PUTMAN B J, NEPTUNE A I. Comparison of test specimen preparation techniques for pervious concrete pavements[J]. Construction and Building Materials, 2011, 25(8): 3480-3485. doi: 10.1016/j.conbuildmat.2011.03.039
    [7]
    CHINDAPRASIRT P, HATANAKA S, MISHIMA N, et al. Effects of binder strength and aggregate size on the compres-sive strength and void ratio of porous concrete[J]. International Journal of Minerals, Metallurgy and Materials, 2009, 16(6): 714-719. https://www.sciencedirect.com/science/article/pii/S1674479910600180
    [8]
    SHENG Yan-ping, CHEN Shuan-fa, ZHENG Mu-lian, et al. Mix design method of porous concrete with non-vibration molding[J]. Journal of Traffic and Transportation Engineering, 2009, 9(1): 44-49.
    [9]
    TAO Xin-ming. Non-fines macroporous concrete mixing ratio design, forming and curing[J]. Concrete, 2010(10): 136-138, 141.
    [10]
    TIAN Bo, NIU Kai-min, TAN Hua, et al. Research on indoor shaping methods of porous lean cement concrete used as a base material[J]. Highway, 2006(1): 150-154.
    [11]
    CHEN Yu, ZHANG Qi-sen, GAO Ying-li. Experiment on mechanical performances of porous cement concrete applied to surface layer of highway pavement[J]. China Journal of Highway and Transport, 2010, 23(2): 18-24.
    [12]
    LI Xue-jun, WANG Ming-xiang. Research on no-fines concrete[J]. Water Resources and Water Engineering, 1997, 8(4): 28-31.
    [13]
    XU Fei, XIAO Dang-qi. Research on mix proportion of nofines and porous concrete[J]. Journal of Water Resources and Architectural Engineering, 2005, 3(4): 24-26, 38. https://oversea.cnki.net/kcms/detail/detail.aspx?dbcode=CJFD&dbname=CJFD2005&filename=FSJS200504006
    [14]
    LIU Juan-hong, WANG Sheng-yong, WANG Bo, et al. No-fines pervious concrete in the Beijing North-South Long Street road engineering[J]. Concrete, 2006(3): 81-83. https://en.cnki.com.cn/Article_en/CJFDTOTAL-HLTF200603019.htm
    [15]
    LI Qing-quan, LI Zhi-gang. Study on performance of modified no-fines concrete[J]. Journal of Highway and Transpor-tation Research and Development, 2009, 26(1): 61-65.
    [16]
    LIAN C, ZHUGE Y, BEECHAM S. The relationship between porosity and strength for porous concrete[J]. Construction and Building Materials, 2011, 25(11): 4294-4298. doi: 10.1016/j.conbuildmat.2011.05.005
    [17]
    ZHENG Mu-lian, CHEN Shuan-fa, WANG Chong-tao. Strength character of porous concrete[J]. Journal of Chang'an University: Natura 1 Science Edition, 2006, 26(4): 20-25.
    [18]
    ZHANG Xian-chao, YIN Jian, CHI Yi. Summary of performance for pervious concrete[J]. Concrete, 2010(12): 47-50. https://oversea.cnki.net/kcms/detail/detail.aspx?dbcode=CJFD&dbname=CJFD2010&filename=HLTF201012015
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