Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials

M. Anisur Rahman; Ali Ahmed

doi:doi:10.11648/j.ajce.20170501.16

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Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials

M. Anisur Rahman, Ali Ahmed

Published in American Journal of Civil Engineering (Volume 5, Issue 1)

Received: 26 November 2016 Accepted: 8 December 2016 Published: 18 January 2017

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Abstract

This study presents the potential of silica fume (SF) in the stabilization of cement and dune sand for road bases and sub-bases. Ordinary Portland Cement (OPC) was used as a stabilizer and SF as an additive. Employed percentages of cement were 0, 6, 9 and 12, and silica fume/cement (SF/C) ratios were 0, 0.2, 0.4 and 0.6. Various geotechnical properties such as grain size distribution, maximum dry density (MDD), optimum moisture content (OMC), unconfined compressive strength (UCS), California bearing ratio (CBR), swell and wet-dry durability were studied. Test results showed that all these geotechnical properties were improved with the addition of both cement and SF. From the point of view of efficiency and economy, SF/C ratio of 0.20 would be called as “optimum ratio”. On the basis of UCS, CBR value, swell, soil-cement loss and mix proportion, this investigation recommends mix proportions (% SF + % cement + % sand) of 1.8 + 9.0 + 100 and 0 + 12 + 100 for base materials and 1.2 + 6 + 100 for sub-base materials.

Published in	American Journal of Civil Engineering (Volume 5, Issue 1)
DOI	10.11648/j.ajce.20170501.16
Page(s)	41-49
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), 2017. Published by Science Publishing Group

Keywords

Silica Fume, Dune Sand, Stabilizer, Strength Criteria, Durability, Base and Sub-Base Materials

References

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M. Anisur Rahman, Ali Ahmed. (2017). Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials. American Journal of Civil Engineering, 5(1), 41-49. https://doi.org/10.11648/j.ajce.20170501.16

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ACS Style

M. Anisur Rahman; Ali Ahmed. Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials. Am. J. Civ. Eng. 2017, 5(1), 41-49. doi: 10.11648/j.ajce.20170501.16

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AMA Style

M. Anisur Rahman, Ali Ahmed. Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials. Am J Civ Eng. 2017;5(1):41-49. doi: 10.11648/j.ajce.20170501.16

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@article{10.11648/j.ajce.20170501.16,
  author = {M. Anisur Rahman and Ali Ahmed},
  title = {Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {1},
  pages = {41-49},
  doi = {10.11648/j.ajce.20170501.16},
  url = {https://doi.org/10.11648/j.ajce.20170501.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170501.16},
  abstract = {This study presents the potential of silica fume (SF) in the stabilization of cement and dune sand for road bases and sub-bases. Ordinary Portland Cement (OPC) was used as a stabilizer and SF as an additive. Employed percentages of cement were 0, 6, 9 and 12, and silica fume/cement (SF/C) ratios were 0, 0.2, 0.4 and 0.6. Various geotechnical properties such as grain size distribution, maximum dry density (MDD), optimum moisture content (OMC), unconfined compressive strength (UCS), California bearing ratio (CBR), swell and wet-dry durability were studied. Test results showed that all these geotechnical properties were improved with the addition of both cement and SF. From the point of view of efficiency and economy, SF/C ratio of 0.20 would be called as “optimum ratio”. On the basis of UCS, CBR value, swell, soil-cement loss and mix proportion, this investigation recommends mix proportions (% SF + % cement + % sand) of 1.8 + 9.0 + 100 and 0 + 12 + 100 for base materials and 1.2 + 6 + 100 for sub-base materials.},
 year = {2017}
}

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TY  - JOUR
T1  - Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials
AU  - M. Anisur Rahman
AU  - Ali Ahmed
Y1  - 2017/01/18
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170501.16
DO  - 10.11648/j.ajce.20170501.16
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 41
EP  - 49
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170501.16
AB  - This study presents the potential of silica fume (SF) in the stabilization of cement and dune sand for road bases and sub-bases. Ordinary Portland Cement (OPC) was used as a stabilizer and SF as an additive. Employed percentages of cement were 0, 6, 9 and 12, and silica fume/cement (SF/C) ratios were 0, 0.2, 0.4 and 0.6. Various geotechnical properties such as grain size distribution, maximum dry density (MDD), optimum moisture content (OMC), unconfined compressive strength (UCS), California bearing ratio (CBR), swell and wet-dry durability were studied. Test results showed that all these geotechnical properties were improved with the addition of both cement and SF. From the point of view of efficiency and economy, SF/C ratio of 0.20 would be called as “optimum ratio”. On the basis of UCS, CBR value, swell, soil-cement loss and mix proportion, this investigation recommends mix proportions (% SF + % cement + % sand) of 1.8 + 9.0 + 100 and 0 + 12 + 100 for base materials and 1.2 + 6 + 100 for sub-base materials.
VL  - 5
IS  - 1
ER  -

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Author Information

M. Anisur Rahman

Department of Civil Engineering, Stamford University Bangladesh, Dhaka, Bangladesh
Ali Ahmed

Department of Civil Engineering, Stamford University Bangladesh, Dhaka, Bangladesh

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APA Style

M. Anisur Rahman, Ali Ahmed. (2017). Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials. American Journal of Civil Engineering, 5(1), 41-49. https://doi.org/10.11648/j.ajce.20170501.16

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ACS Style

M. Anisur Rahman; Ali Ahmed. Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials. Am. J. Civ. Eng. 2017, 5(1), 41-49. doi: 10.11648/j.ajce.20170501.16

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AMA Style

M. Anisur Rahman, Ali Ahmed. Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials. Am J Civ Eng. 2017;5(1):41-49. doi: 10.11648/j.ajce.20170501.16

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@article{10.11648/j.ajce.20170501.16,
  author = {M. Anisur Rahman and Ali Ahmed},
  title = {Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {1},
  pages = {41-49},
  doi = {10.11648/j.ajce.20170501.16},
  url = {https://doi.org/10.11648/j.ajce.20170501.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170501.16},
  abstract = {This study presents the potential of silica fume (SF) in the stabilization of cement and dune sand for road bases and sub-bases. Ordinary Portland Cement (OPC) was used as a stabilizer and SF as an additive. Employed percentages of cement were 0, 6, 9 and 12, and silica fume/cement (SF/C) ratios were 0, 0.2, 0.4 and 0.6. Various geotechnical properties such as grain size distribution, maximum dry density (MDD), optimum moisture content (OMC), unconfined compressive strength (UCS), California bearing ratio (CBR), swell and wet-dry durability were studied. Test results showed that all these geotechnical properties were improved with the addition of both cement and SF. From the point of view of efficiency and economy, SF/C ratio of 0.20 would be called as “optimum ratio”. On the basis of UCS, CBR value, swell, soil-cement loss and mix proportion, this investigation recommends mix proportions (% SF + % cement + % sand) of 1.8 + 9.0 + 100 and 0 + 12 + 100 for base materials and 1.2 + 6 + 100 for sub-base materials.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Use of Silica Fume in Stabilizing Cement-Dune Sand for Highway Materials
AU  - M. Anisur Rahman
AU  - Ali Ahmed
Y1  - 2017/01/18
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170501.16
DO  - 10.11648/j.ajce.20170501.16
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 41
EP  - 49
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170501.16
AB  - This study presents the potential of silica fume (SF) in the stabilization of cement and dune sand for road bases and sub-bases. Ordinary Portland Cement (OPC) was used as a stabilizer and SF as an additive. Employed percentages of cement were 0, 6, 9 and 12, and silica fume/cement (SF/C) ratios were 0, 0.2, 0.4 and 0.6. Various geotechnical properties such as grain size distribution, maximum dry density (MDD), optimum moisture content (OMC), unconfined compressive strength (UCS), California bearing ratio (CBR), swell and wet-dry durability were studied. Test results showed that all these geotechnical properties were improved with the addition of both cement and SF. From the point of view of efficiency and economy, SF/C ratio of 0.20 would be called as “optimum ratio”. On the basis of UCS, CBR value, swell, soil-cement loss and mix proportion, this investigation recommends mix proportions (% SF + % cement + % sand) of 1.8 + 9.0 + 100 and 0 + 12 + 100 for base materials and 1.2 + 6 + 100 for sub-base materials.
VL  - 5
IS  - 1
ER  -

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