Research article Special Issues

The effect of vibropressing compaction process on the compressive strength based concrete paving blocks

  • Received: 11 February 2020 Accepted: 13 May 2020 Published: 25 May 2020
  • Concrete paving blocks are a mixture of cement and aggregates, which using compressive energy blocks. Paving concrete is a dry concrete category, so it requires block energy in the compaction process. Block energy consists of manual blocks, block presses, and vibropressing blocks. They are pressing blocks to use hydraulics with a strong push of 75 kg/cm2 with a 1, 2, and 3 s durations. Then the blocky vibropressing method, namely by making variations on the vibrating length between 4-8 seconds and a frequency of 25-50 Hz and pressing 75 kg/cm2. All test specimens with the same volume ratio composition of 1 cement:4 sand:4 crushed stone ash 0-5 mm, and the water and cement ratio are 0.6. The results showed that the manual block and the pressing block did not have a sharp increase in compressive strength even though more blows in the manual bock and increased time in the bock pressing method. The vibropressing process shows a significant and linear growth in compressive strength with increase vibrations and frequencies. The conclusion is that the compressive strength of paving block concrete is very dependent on blocked in terms of the frequency and duration of vibrations.

    Citation: Erno Widayanto, Agoes Soehardjono, Wisnumurti Wisnumurti, Achfas Zacoeb. The effect of vibropressing compaction process on the compressive strength based concrete paving blocks[J]. AIMS Materials Science, 2020, 7(3): 203-216. doi: 10.3934/matersci.2020.3.203

    Related Papers:

  • Concrete paving blocks are a mixture of cement and aggregates, which using compressive energy blocks. Paving concrete is a dry concrete category, so it requires block energy in the compaction process. Block energy consists of manual blocks, block presses, and vibropressing blocks. They are pressing blocks to use hydraulics with a strong push of 75 kg/cm2 with a 1, 2, and 3 s durations. Then the blocky vibropressing method, namely by making variations on the vibrating length between 4-8 seconds and a frequency of 25-50 Hz and pressing 75 kg/cm2. All test specimens with the same volume ratio composition of 1 cement:4 sand:4 crushed stone ash 0-5 mm, and the water and cement ratio are 0.6. The results showed that the manual block and the pressing block did not have a sharp increase in compressive strength even though more blows in the manual bock and increased time in the bock pressing method. The vibropressing process shows a significant and linear growth in compressive strength with increase vibrations and frequencies. The conclusion is that the compressive strength of paving block concrete is very dependent on blocked in terms of the frequency and duration of vibrations.


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    [1] Shackel B (2003) The challenges of concrete block paving as a mature technology. Proceedings of 7th International Conference Concrete Block Paving, 1-9.
    [2] Nevill AM, Brooks JJ (2010) Concrete Technology, 2nd Eds., England: Pearson Education Limited.
    [3] Penteado CSG, de Carvalho EV, Lintz RCC (2016) Reusing ceramic tile polishing waste in paving block manufacturing. J Clean Prod 112: 514-520. doi: 10.1016/j.jclepro.2015.06.142
    [4] Wattanasiriwech D, Saiton A, Wattanasiriwech S (2009) Paving blocks from ceramic tile production waste. J Clean Prod 17: 1663-1668. doi: 10.1016/j.jclepro.2009.08.008
    [5] Uygunolu T, Topcu IB, Gencel O, et al. (2012) The effect of fly ash content and types of aggregates on the properties of pre-fabricated concrete interlocking blocks (PCIBs). Constr Build Mater 30: 180-187. doi: 10.1016/j.conbuildmat.2011.12.020
    [6] Gencel O, Ozel C, Koksal F, et al. (2012) Properties of concrete paving blocks made with waste marble. J Clean Prod 21: 62-70. doi: 10.1016/j.jclepro.2011.08.023
    [7] Agyeman S, Obeng-ahenkora NK, Assiamah S, et al. (2019) Exploiting recycled plastic waste as an alternative binder for paving blocks production. Case Stud Constr Mater 11: e00246.
    [8] Udawattha C, Galabada H, Halwatura R (2017) Mud concrete paving block for pedestrian pavements. Case Stud Constr Mater 7: 249-262
    [9] De Silva P, Sagoe-Crenstil K, Sirivivatnanon V (2007) Kinetics of geopolymerization: role of Al2O3 and SiO2. Cement Concrete Res 37: 512-518 doi: 10.1016/j.cemconres.2007.01.003
    [10] Arslan B, Kamas T (2017) Investigation of aggregate size effects on the compressive behavior of concrete by electromechanical and mechanical impedance spectroscopy. Procedia Struct Integr 5: 171-178. doi: 10.1016/j.prostr.2017.07.093
    [11] Ling T, Nor H, Mudiyono R (2006) The effect of cement and water cement ratio on concrete paving block. Constr Build Environ 3: 26-27.
    [12] Baskaran K, Gopinath K (2013) Study on applicability of ACI and DOE mix design methods for paving blocks. Annual Transactions of Institution of Engineers, Sri Lanka, 127-134.
    [13] Xuan D, Zhan B, Poon CS (2016) Development of a new generation of eco-friendly concrete blocks by accelerated mineral carbonation. J Clean Prod 133: 1235-1241. doi: 10.1016/j.jclepro.2016.06.062
    [14] Djamaluddin AR, Caronge MA, Tjaronge MW, et al. (2020) Evaluation of sustainable concrete paving blocks incorporating processed waste tea ash. Case Stud Constr Mater 12: e00325.
    [15] Sulistyana P, Widoanindyawati V, Pratamab MMD (2014) The influence of compression applied during production to the compression strength of dry concrete: An experimental study. Procedia Eng 95: 465-472. doi: 10.1016/j.proeng.2014.12.206
    [16] ACI Committee 309 (2011) Behavior of fresh concrete during vibration.
    [17] Xiao YJ, Liu R, Song HP, et al. (2015) The characteristics of perlite sound absorption board formed by vibration molding. Open Mater Sci J 9: 39-42. doi: 10.2174/1874088X01509010039
    [18] Boral limited (2006) DS2006 compaction of concrete. Available from: https://www.boral.com/news-announcements/management-presentations.
    [19] Badan Standardisasi Nasional (1996) Bata beton (paving block). SNI 03-0691-1996.
    [20] Iffat S (2015) Relation between density and compressive strength of hardened concrete. Concrete Res Lett 6: 182-189.
    [21] Wersall C (2016) Frequency optimization of vibratory rollers and plates for compaction of granular soil. Available from: http://www.diva-portal.org/smash/record.jsf?pid=diva2%3A929931&dswid=1941.
    [22] Koh HB, Yeoh D, Shahidan S (2017) Effect of re-vibration on the compressive strength and surface hardness of concrete. IOP Conference Series: Materials Science and Engineering, 271: 012057. doi: 10.1088/1757-899X/271/1/012057
    [23] Arslan ME, Yozgat E, Pul S, et al. (2011) Effects of vibration time on strength of ordinary and high performance concrete. Proceedings of the 4th WSEAS international conference on Energy and development-environment-biomedicine, 270-274.
    [24] Kovalska A, Auzins J (2011) Investigation of vibropressing process technology. Proceedings of the 10th International Scientific Conference, 26: 408-412.
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