| Peer-Reviewed

Influence of Superplasticizer Compatibility on the Setting Time, Strength and Stiffening Characteristics of Concrete

Received: 8 September 2016     Accepted: 23 September 2016     Published: 14 October 2016
Views:       Downloads:
Abstract

The adverse effects of elevated temperatures on the properties of the fresh concrete include increased water demand, shorter setting time and increased slump loss. Superplasticizer (SP) is important to enhance the workability and setting time of concrete under hot weather, hence, an experimental investigation was conducted to determine the effect of dosage of the mentioned admixture. Concrete mixes with SP dosages of 400, 600, 800, 1000 and 1200 ml/100kg of cement were prepared, together with two control mixes (water/cement ratio were 0.56 and 0.66 respectively). After casting, normal curing was carried out on the concrete samples. Properties such as compressive strength, porosity, water absorption, permeability and initial surface absorption were determined, besides determining the workability and setting time of the fresh concrete. Over dosage of SP were found to deteriorate the properties of concrete with indication of lower compressive strength and higher porosity. However, if the dosage levels are lower than the optimum dosage, increase in admixture dosage might help to enhance the concrete characteristics.

Published in Advances in Applied Sciences (Volume 1, Issue 2)
DOI 10.11648/j.aas.20160102.12
Page(s) 30-36
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), 2016. Published by Science Publishing Group

Keywords

Superplasticizer, Compatibility, Strength, Dosage

References
[1] Ramachandran V. S., Beaudoin J. J.and Shihua., 1981. Concrete science. Heyden & Son Ltd. p. 91,130- 138, 145.
[2] Neville A. M, 2005. Properties of concrete, Pearson. Prentice Hall, p 255- 262.
[3] Yamakawa C., Kishitani K., Fukushi I. and Kuroha K., 1990. Slump control and properties of concrete with a new superplasticizer. II: High strength in- situ concrete ork at Hikariga- oka Housing Project, Chapman and Hall. p. 94.
[4] Borsai A.., 1994. Effect of superplasticizer type on the performance of high- volume fly ash concrete.
[5] Fukuda M., Mizunuma T. Iumi T. and Iizuka M., 1990. Slump control and properties of concrete with a new superplasticizer. Chapman and hall.
[6] Collepardi M., Monosi S. and Pauri M., 1990. The influence of superplasticizer type and dosage on the compressive strength of Portand cement concrete in the presence of fly ash. University of Ancona, Italy.
[7] Gopalan M. K. and Haque M. N., 1990. Strength development of superplasticized plain and fly ash concretes. University of New South Wales, Australia.
[8] Building Research Establishment Report, 1988. Design of normal concrete mixes.
[9] BS1881-125: (method of mixing and sampling fresh concrete in the laboratory).
[10] British Standard Institution, BS 1881: Part 3 (1970). Methods of Making Curing and Test Specimens.
[11] British Standard Institution, BS 1881: Part 102 (1983). Methods for Determination of Slump.
[12] British Standard Institution, BS 1881: Part 116 (1983). Methods for Determination of Compressive Strength of Concrete Cube.
Cite This Article
  • APA Style

    Muhsen Salam Mohammed, Salahaldein Alsadey Mohamed, Megat Azmi Megat Johari. (2016). Influence of Superplasticizer Compatibility on the Setting Time, Strength and Stiffening Characteristics of Concrete. Advances in Applied Sciences, 1(2), 30-36. https://doi.org/10.11648/j.aas.20160102.12

    Copy | Download

    ACS Style

    Muhsen Salam Mohammed; Salahaldein Alsadey Mohamed; Megat Azmi Megat Johari. Influence of Superplasticizer Compatibility on the Setting Time, Strength and Stiffening Characteristics of Concrete. Adv. Appl. Sci. 2016, 1(2), 30-36. doi: 10.11648/j.aas.20160102.12

    Copy | Download

    AMA Style

    Muhsen Salam Mohammed, Salahaldein Alsadey Mohamed, Megat Azmi Megat Johari. Influence of Superplasticizer Compatibility on the Setting Time, Strength and Stiffening Characteristics of Concrete. Adv Appl Sci. 2016;1(2):30-36. doi: 10.11648/j.aas.20160102.12

    Copy | Download

  • @article{10.11648/j.aas.20160102.12,
      author = {Muhsen Salam Mohammed and Salahaldein Alsadey Mohamed and Megat Azmi Megat Johari},
      title = {Influence of Superplasticizer Compatibility on the Setting Time, Strength and Stiffening Characteristics of Concrete},
      journal = {Advances in Applied Sciences},
      volume = {1},
      number = {2},
      pages = {30-36},
      doi = {10.11648/j.aas.20160102.12},
      url = {https://doi.org/10.11648/j.aas.20160102.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.aas.20160102.12},
      abstract = {The adverse effects of elevated temperatures on the properties of the fresh concrete include increased water demand, shorter setting time and increased slump loss. Superplasticizer (SP) is important to enhance the workability and setting time of concrete under hot weather, hence, an experimental investigation was conducted to determine the effect of dosage of the mentioned admixture. Concrete mixes with SP dosages of 400, 600, 800, 1000 and 1200 ml/100kg of cement were prepared, together with two control mixes (water/cement ratio were 0.56 and 0.66 respectively). After casting, normal curing was carried out on the concrete samples. Properties such as compressive strength, porosity, water absorption, permeability and initial surface absorption were determined, besides determining the workability and setting time of the fresh concrete. Over dosage of SP were found to deteriorate the properties of concrete with indication of lower compressive strength and higher porosity. However, if the dosage levels are lower than the optimum dosage, increase in admixture dosage might help to enhance the concrete characteristics.},
     year = {2016}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Influence of Superplasticizer Compatibility on the Setting Time, Strength and Stiffening Characteristics of Concrete
    AU  - Muhsen Salam Mohammed
    AU  - Salahaldein Alsadey Mohamed
    AU  - Megat Azmi Megat Johari
    Y1  - 2016/10/14
    PY  - 2016
    N1  - https://doi.org/10.11648/j.aas.20160102.12
    DO  - 10.11648/j.aas.20160102.12
    T2  - Advances in Applied Sciences
    JF  - Advances in Applied Sciences
    JO  - Advances in Applied Sciences
    SP  - 30
    EP  - 36
    PB  - Science Publishing Group
    SN  - 2575-1514
    UR  - https://doi.org/10.11648/j.aas.20160102.12
    AB  - The adverse effects of elevated temperatures on the properties of the fresh concrete include increased water demand, shorter setting time and increased slump loss. Superplasticizer (SP) is important to enhance the workability and setting time of concrete under hot weather, hence, an experimental investigation was conducted to determine the effect of dosage of the mentioned admixture. Concrete mixes with SP dosages of 400, 600, 800, 1000 and 1200 ml/100kg of cement were prepared, together with two control mixes (water/cement ratio were 0.56 and 0.66 respectively). After casting, normal curing was carried out on the concrete samples. Properties such as compressive strength, porosity, water absorption, permeability and initial surface absorption were determined, besides determining the workability and setting time of the fresh concrete. Over dosage of SP were found to deteriorate the properties of concrete with indication of lower compressive strength and higher porosity. However, if the dosage levels are lower than the optimum dosage, increase in admixture dosage might help to enhance the concrete characteristics.
    VL  - 1
    IS  - 2
    ER  - 

    Copy | Download

Author Information
  • Department of Civil Engineering, College of Engineering, Zawia University, Zawia, Libya

  • Department of Civil Engineering, College of Engineering, Bani Waleed University, Bani Walid, Libya

  • Department of Civil Engineering, College of Engineering, Universiti Sains Malaysia, Penang, Malaysia

  • Sections