Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials

Sandipkumar Kori; Manish Shah

doi:doi:10.11648/j.jccee.20220706.13

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Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials

Sandipkumar Kori, Manish Shah

Published in Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 6)

Received: 24 May 2022 Accepted: 8 June 2022 Published: 29 December 2022

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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 compacted. The prime objective of this research paper is to estimate the feasibility of using and converting dune sand into sustainable fill material and improving its engineering characteristics as well as its gradation using pozzolanic cement supplementary wastes in optimum proportion. To achieve this objective three types of pozzolanic wastes viz. Wheat straw ash (WSA), Fluid catalytic cracking catalyst residue (FC3R), Nano silica (NS) were used replacing cement partially in proportion of 2%, 3%, 4% and 5% respectively aggregating total additives (waste + cement) as 8%, 10%, 12% and 14%. The engineering parameters MDD, OMC, UCS and CBR are mainly evaluated from this study. From the results and analysis, it is observed that partial replacement of 2% WSA, 14%FC3R and 3%NS showed the maximum improvement in UCS values. Further the results obtained for various percentage of dosages were compared with recommendations given by IRC for cement stabilization.

Published in	Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 6)
DOI	10.11648/j.jccee.20220706.13
Page(s)	118-124
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), 2024. Published by Science Publishing Group

Keywords

Dune Sand, Stabilization, Sustainable, Unconfined Compressive Strength, Pozzolanic Reaction, Pozzolanic Wastes

References

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APA Style

Sandipkumar Kori, Manish Shah. (2022). Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. Journal of Civil, Construction and Environmental Engineering, 7(6), 118-124. https://doi.org/10.11648/j.jccee.20220706.13

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ACS Style

Sandipkumar Kori; Manish Shah. Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. J. Civ. Constr. Environ. Eng. 2022, 7(6), 118-124. doi: 10.11648/j.jccee.20220706.13

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AMA Style

Sandipkumar Kori, Manish Shah. Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. J Civ Constr Environ Eng. 2022;7(6):118-124. doi: 10.11648/j.jccee.20220706.13

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@article{10.11648/j.jccee.20220706.13,
  author = {Sandipkumar Kori and Manish Shah},
  title = {Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {7},
  number = {6},
  pages = {118-124},
  doi = {10.11648/j.jccee.20220706.13},
  url = {https://doi.org/10.11648/j.jccee.20220706.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220706.13},
  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 compacted. The prime objective of this research paper is to estimate the feasibility of using and converting dune sand into sustainable fill material and improving its engineering characteristics as well as its gradation using pozzolanic cement supplementary wastes in optimum proportion. To achieve this objective three types of pozzolanic wastes viz. Wheat straw ash (WSA), Fluid catalytic cracking catalyst residue (FC3R), Nano silica (NS) were used replacing cement partially in proportion of 2%, 3%, 4% and 5% respectively aggregating total additives (waste + cement) as 8%, 10%, 12% and 14%. The engineering parameters MDD, OMC, UCS and CBR are mainly evaluated from this study. From the results and analysis, it is observed that partial replacement of 2% WSA, 14%FC3R and 3%NS showed the maximum improvement in UCS values. Further the results obtained for various percentage of dosages were compared with recommendations given by IRC for cement stabilization.},
 year = {2022}
}

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TY  - JOUR
T1  - Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials
AU  - Sandipkumar Kori
AU  - Manish Shah
Y1  - 2022/12/29
PY  - 2022
N1  - https://doi.org/10.11648/j.jccee.20220706.13
DO  - 10.11648/j.jccee.20220706.13
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 118
EP  - 124
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20220706.13
AB  - 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 compacted. The prime objective of this research paper is to estimate the feasibility of using and converting dune sand into sustainable fill material and improving its engineering characteristics as well as its gradation using pozzolanic cement supplementary wastes in optimum proportion. To achieve this objective three types of pozzolanic wastes viz. Wheat straw ash (WSA), Fluid catalytic cracking catalyst residue (FC3R), Nano silica (NS) were used replacing cement partially in proportion of 2%, 3%, 4% and 5% respectively aggregating total additives (waste + cement) as 8%, 10%, 12% and 14%. The engineering parameters MDD, OMC, UCS and CBR are mainly evaluated from this study. From the results and analysis, it is observed that partial replacement of 2% WSA, 14%FC3R and 3%NS showed the maximum improvement in UCS values. Further the results obtained for various percentage of dosages were compared with recommendations given by IRC for cement stabilization.
VL  - 7
IS  - 6
ER  -

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Author Information

Sandipkumar Kori

Applied Mechanics Department, Lalbhai Dalpatbhai College of Engineering, Ahmedabad, India
Manish Shah

Applied Mechanics Department, Lalbhai Dalpatbhai College of Engineering, Ahmedabad, India

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APA Style

Sandipkumar Kori, Manish Shah. (2022). Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. Journal of Civil, Construction and Environmental Engineering, 7(6), 118-124. https://doi.org/10.11648/j.jccee.20220706.13

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ACS Style

Sandipkumar Kori; Manish Shah. Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. J. Civ. Constr. Environ. Eng. 2022, 7(6), 118-124. doi: 10.11648/j.jccee.20220706.13

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AMA Style

Sandipkumar Kori, Manish Shah. Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. J Civ Constr Environ Eng. 2022;7(6):118-124. doi: 10.11648/j.jccee.20220706.13

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@article{10.11648/j.jccee.20220706.13,
  author = {Sandipkumar Kori and Manish Shah},
  title = {Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {7},
  number = {6},
  pages = {118-124},
  doi = {10.11648/j.jccee.20220706.13},
  url = {https://doi.org/10.11648/j.jccee.20220706.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220706.13},
  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 compacted. The prime objective of this research paper is to estimate the feasibility of using and converting dune sand into sustainable fill material and improving its engineering characteristics as well as its gradation using pozzolanic cement supplementary wastes in optimum proportion. To achieve this objective three types of pozzolanic wastes viz. Wheat straw ash (WSA), Fluid catalytic cracking catalyst residue (FC3R), Nano silica (NS) were used replacing cement partially in proportion of 2%, 3%, 4% and 5% respectively aggregating total additives (waste + cement) as 8%, 10%, 12% and 14%. The engineering parameters MDD, OMC, UCS and CBR are mainly evaluated from this study. From the results and analysis, it is observed that partial replacement of 2% WSA, 14%FC3R and 3%NS showed the maximum improvement in UCS values. Further the results obtained for various percentage of dosages were compared with recommendations given by IRC for cement stabilization.},
 year = {2022}
}

Copy | Download

TY  - JOUR
T1  - Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials
AU  - Sandipkumar Kori
AU  - Manish Shah
Y1  - 2022/12/29
PY  - 2022
N1  - https://doi.org/10.11648/j.jccee.20220706.13
DO  - 10.11648/j.jccee.20220706.13
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 118
EP  - 124
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20220706.13
AB  - 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 compacted. The prime objective of this research paper is to estimate the feasibility of using and converting dune sand into sustainable fill material and improving its engineering characteristics as well as its gradation using pozzolanic cement supplementary wastes in optimum proportion. To achieve this objective three types of pozzolanic wastes viz. Wheat straw ash (WSA), Fluid catalytic cracking catalyst residue (FC3R), Nano silica (NS) were used replacing cement partially in proportion of 2%, 3%, 4% and 5% respectively aggregating total additives (waste + cement) as 8%, 10%, 12% and 14%. The engineering parameters MDD, OMC, UCS and CBR are mainly evaluated from this study. From the results and analysis, it is observed that partial replacement of 2% WSA, 14%FC3R and 3%NS showed the maximum improvement in UCS values. Further the results obtained for various percentage of dosages were compared with recommendations given by IRC for cement stabilization.
VL  - 7
IS  - 6
ER  -

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