Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review

Muhammad Aishat Sani; Adamu Umar Chinade; Abubakar Mamuda; Ahmad Batari; Muhammad Dalhatu Abdullahi

doi:doi:10.11648/j.jccee.20210606.11

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Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review

Muhammad Aishat Sani, Adamu Umar Chinade, Abubakar Mamuda, Ahmad Batari, Muhammad Dalhatu Abdullahi

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

Received: 19 October 2021 Accepted: 29 November 2021 Published: 7 December 2021

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Abstract

Soils viable for engineering works needs to attain certain strength properties in order to serve its intended purpose. Some available soil like Black Cotton Soil tends to show weakness in strength which necessitate it to be modified so that the desired strength can be achieved, this can be executed using materials that could improve the soil properties such as gypsum, lime, bagasse ash, cement, etc. This paper is a review of the viability of the use of gypsum in proportion to other stabilization material to improve the strength properties of soils. Research shows, gypsum in addition to other stabilization materials such as bagasse ash, rice husk, lime, NaCl, tin, fly ash, jute fibre etc. produce a better stabilized soil as compared to gypsum or any of this material as stand-alone stabilizer. Laboratory result after series of experiment to determine the Maximum Dry Density and Optimum Moisture Content, Unconfined compressive strength, California bearing ratio CBR and Atterberg limit values of the stabilized soil using gypsum with other additives, reveals that for effective soil stabilization with the use of gypsum and any other additives is a function of the type of soil being stabilized, nature of additives, percentage of applied additives, curing time, also the classification of the soil to stabilized. It is found that the use of these additives in proportion of each other, their percentage proportioned, curing time and the nature of soil, give different end point of stabilized soil.

Published in	Journal of Civil, Construction and Environmental Engineering (Volume 6, Issue 6)
DOI	10.11648/j.jccee.20210606.11
Page(s)	161-176
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

Gypsum, Plastic Soil, Black Cotton Soil, Stabilization, California Bearing Ratio, Unconfined Compressive Strength

References

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[7]	Gupta, M., Goyal, A., & Anaokar, M. (2020). ‘’ Soil Stabilization Using Waste Rice Husk Ash, Cement, Lime & Gypsum’’. Mukesh Patel School Of Technology Management And Engineering, Asce.
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APA Style

Muhammad Aishat Sani, Adamu Umar Chinade, Abubakar Mamuda, Ahmad Batari, Muhammad Dalhatu Abdullahi. (2021). Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review. Journal of Civil, Construction and Environmental Engineering, 6(6), 161-176. https://doi.org/10.11648/j.jccee.20210606.11

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ACS Style

Muhammad Aishat Sani; Adamu Umar Chinade; Abubakar Mamuda; Ahmad Batari; Muhammad Dalhatu Abdullahi. Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review. J. Civ. Constr. Environ. Eng. 2021, 6(6), 161-176. doi: 10.11648/j.jccee.20210606.11

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AMA Style

Muhammad Aishat Sani, Adamu Umar Chinade, Abubakar Mamuda, Ahmad Batari, Muhammad Dalhatu Abdullahi. Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review. J Civ Constr Environ Eng. 2021;6(6):161-176. doi: 10.11648/j.jccee.20210606.11

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@article{10.11648/j.jccee.20210606.11,
  author = {Muhammad Aishat Sani and Adamu Umar Chinade and Abubakar Mamuda and Ahmad Batari and Muhammad Dalhatu Abdullahi},
  title = {Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {6},
  number = {6},
  pages = {161-176},
  doi = {10.11648/j.jccee.20210606.11},
  url = {https://doi.org/10.11648/j.jccee.20210606.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20210606.11},
  abstract = {Soils viable for engineering works needs to attain certain strength properties in order to serve its intended purpose. Some available soil like Black Cotton Soil tends to show weakness in strength which necessitate it to be modified so that the desired strength can be achieved, this can be executed using materials that could improve the soil properties such as gypsum, lime, bagasse ash, cement, etc. This paper is a review of the viability of the use of gypsum in proportion to other stabilization material to improve the strength properties of soils. Research shows, gypsum in addition to other stabilization materials such as bagasse ash, rice husk, lime, NaCl, tin, fly ash, jute fibre etc. produce a better stabilized soil as compared to gypsum or any of this material as stand-alone stabilizer. Laboratory result after series of experiment to determine the Maximum Dry Density and Optimum Moisture Content, Unconfined compressive strength, California bearing ratio CBR and Atterberg limit values of the stabilized soil using gypsum with other additives, reveals that for effective soil stabilization with the use of gypsum and any other additives is a function of the type of soil being stabilized, nature of additives, percentage of applied additives, curing time, also the classification of the soil to stabilized. It is found that the use of these additives in proportion of each other, their percentage proportioned, curing time and the nature of soil, give different end point of stabilized soil.},
 year = {2021}
}

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TY  - JOUR
T1  - Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review
AU  - Muhammad Aishat Sani
AU  - Adamu Umar Chinade
AU  - Abubakar Mamuda
AU  - Ahmad Batari
AU  - Muhammad Dalhatu Abdullahi
Y1  - 2021/12/07
PY  - 2021
N1  - https://doi.org/10.11648/j.jccee.20210606.11
DO  - 10.11648/j.jccee.20210606.11
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  - 161
EP  - 176
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20210606.11
AB  - Soils viable for engineering works needs to attain certain strength properties in order to serve its intended purpose. Some available soil like Black Cotton Soil tends to show weakness in strength which necessitate it to be modified so that the desired strength can be achieved, this can be executed using materials that could improve the soil properties such as gypsum, lime, bagasse ash, cement, etc. This paper is a review of the viability of the use of gypsum in proportion to other stabilization material to improve the strength properties of soils. Research shows, gypsum in addition to other stabilization materials such as bagasse ash, rice husk, lime, NaCl, tin, fly ash, jute fibre etc. produce a better stabilized soil as compared to gypsum or any of this material as stand-alone stabilizer. Laboratory result after series of experiment to determine the Maximum Dry Density and Optimum Moisture Content, Unconfined compressive strength, California bearing ratio CBR and Atterberg limit values of the stabilized soil using gypsum with other additives, reveals that for effective soil stabilization with the use of gypsum and any other additives is a function of the type of soil being stabilized, nature of additives, percentage of applied additives, curing time, also the classification of the soil to stabilized. It is found that the use of these additives in proportion of each other, their percentage proportioned, curing time and the nature of soil, give different end point of stabilized soil.
VL  - 6
IS  - 6
ER  -

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Author Information

Muhammad Aishat Sani

Department of Civil Engineering, Abubakar Tafawa Balewa University, Bauchi, Nigeria
Adamu Umar Chinade

Department of Civil Engineering, Abubakar Tafawa Balewa University, Bauchi, Nigeria
Abubakar Mamuda

Department of Civil Engineering, Abubakar Tafawa Balewa University, Bauchi, Nigeria
Ahmad Batari

Department of Civil Engineering, Abubakar Tafawa Balewa University, Bauchi, Nigeria
Muhammad Dalhatu Abdullahi

Division of Agric College, Ahmadu Bello University, Zaria, Nigeria

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APA Style

Muhammad Aishat Sani, Adamu Umar Chinade, Abubakar Mamuda, Ahmad Batari, Muhammad Dalhatu Abdullahi. (2021). Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review. Journal of Civil, Construction and Environmental Engineering, 6(6), 161-176. https://doi.org/10.11648/j.jccee.20210606.11

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ACS Style

Muhammad Aishat Sani; Adamu Umar Chinade; Abubakar Mamuda; Ahmad Batari; Muhammad Dalhatu Abdullahi. Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review. J. Civ. Constr. Environ. Eng. 2021, 6(6), 161-176. doi: 10.11648/j.jccee.20210606.11

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AMA Style

Muhammad Aishat Sani, Adamu Umar Chinade, Abubakar Mamuda, Ahmad Batari, Muhammad Dalhatu Abdullahi. Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review. J Civ Constr Environ Eng. 2021;6(6):161-176. doi: 10.11648/j.jccee.20210606.11

Copy | Download

@article{10.11648/j.jccee.20210606.11,
  author = {Muhammad Aishat Sani and Adamu Umar Chinade and Abubakar Mamuda and Ahmad Batari and Muhammad Dalhatu Abdullahi},
  title = {Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {6},
  number = {6},
  pages = {161-176},
  doi = {10.11648/j.jccee.20210606.11},
  url = {https://doi.org/10.11648/j.jccee.20210606.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20210606.11},
  abstract = {Soils viable for engineering works needs to attain certain strength properties in order to serve its intended purpose. Some available soil like Black Cotton Soil tends to show weakness in strength which necessitate it to be modified so that the desired strength can be achieved, this can be executed using materials that could improve the soil properties such as gypsum, lime, bagasse ash, cement, etc. This paper is a review of the viability of the use of gypsum in proportion to other stabilization material to improve the strength properties of soils. Research shows, gypsum in addition to other stabilization materials such as bagasse ash, rice husk, lime, NaCl, tin, fly ash, jute fibre etc. produce a better stabilized soil as compared to gypsum or any of this material as stand-alone stabilizer. Laboratory result after series of experiment to determine the Maximum Dry Density and Optimum Moisture Content, Unconfined compressive strength, California bearing ratio CBR and Atterberg limit values of the stabilized soil using gypsum with other additives, reveals that for effective soil stabilization with the use of gypsum and any other additives is a function of the type of soil being stabilized, nature of additives, percentage of applied additives, curing time, also the classification of the soil to stabilized. It is found that the use of these additives in proportion of each other, their percentage proportioned, curing time and the nature of soil, give different end point of stabilized soil.},
 year = {2021}
}

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TY  - JOUR
T1  - Effect of Gypsum in Proportion of Other Additives Used in Stabilizion of Deficient Soils: A Review
AU  - Muhammad Aishat Sani
AU  - Adamu Umar Chinade
AU  - Abubakar Mamuda
AU  - Ahmad Batari
AU  - Muhammad Dalhatu Abdullahi
Y1  - 2021/12/07
PY  - 2021
N1  - https://doi.org/10.11648/j.jccee.20210606.11
DO  - 10.11648/j.jccee.20210606.11
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  - 161
EP  - 176
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20210606.11
AB  - Soils viable for engineering works needs to attain certain strength properties in order to serve its intended purpose. Some available soil like Black Cotton Soil tends to show weakness in strength which necessitate it to be modified so that the desired strength can be achieved, this can be executed using materials that could improve the soil properties such as gypsum, lime, bagasse ash, cement, etc. This paper is a review of the viability of the use of gypsum in proportion to other stabilization material to improve the strength properties of soils. Research shows, gypsum in addition to other stabilization materials such as bagasse ash, rice husk, lime, NaCl, tin, fly ash, jute fibre etc. produce a better stabilized soil as compared to gypsum or any of this material as stand-alone stabilizer. Laboratory result after series of experiment to determine the Maximum Dry Density and Optimum Moisture Content, Unconfined compressive strength, California bearing ratio CBR and Atterberg limit values of the stabilized soil using gypsum with other additives, reveals that for effective soil stabilization with the use of gypsum and any other additives is a function of the type of soil being stabilized, nature of additives, percentage of applied additives, curing time, also the classification of the soil to stabilized. It is found that the use of these additives in proportion of each other, their percentage proportioned, curing time and the nature of soil, give different end point of stabilized soil.
VL  - 6
IS  - 6
ER  -

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