Journal of Civil, Construction and Environmental Engineering

Volume 7, Issue 6, December 2022

  • Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength

    Nam Wook Kim

    Issue: Volume 7, Issue 6, December 2022
    Pages: 102-108
    Received: 20 October 2022
    Accepted: 10 November 2022
    Published: 8 December 2022
    DOI: 10.11648/j.jccee.20220706.11
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    Abstract: The durability of concrete slabs is apt to be influenced by finishing methods and curing methods of concrete surface. Therefore, the finishing agent had better use in case of high strength concrete, the wet curing had better carry out on concrete surface. However, it is not obvious that when wet curing is started after finishing of concrete surface... Show More
  • Research on Rapid Construction Technology of Changsha Shelter Hospital Based on Ontainer-Mold Combination

    Chen Zhaorong, Liao Fei, Lv Jiping, Ke Biaozhi, Chen Hongtao, Zeng Changluo

    Issue: Volume 7, Issue 6, December 2022
    Pages: 109-117
    Received: 29 November 2022
    Accepted: 26 December 2022
    Published: 29 December 2022
    DOI: 10.11648/j.jccee.20220706.12
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    Abstract: Natural disasters, especially serious infectious diseases, have brought a very heavy disaster to mankind. The outbreak of novel coronavirus pneumonia at the end of 2019 has spread to many countries around the world. As COVID-19 is spreading faster, more insidious and more contagious, the medical Administration of the National Health Commission poin... Show More
  • Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials

    Sandipkumar Kori, Manish Shah

    Issue: Volume 7, Issue 6, December 2022
    Pages: 118-124
    Received: 24 May 2022
    Accepted: 8 June 2022
    Published: 29 December 2022
    DOI: 10.11648/j.jccee.20220706.13
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    Abstract: Sand dunes are formed due to the earth’s erosional and depositional forces. Dune sand being collapsible and due to lose formation, is not suitable to be used as subgrade material for pavements or any other infrastructure applications as its sand grains contain large voids in between which results in its poor gradation and inability of being compact... Show More