Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties

Nura Ineza; Zhang Yan Jie

doi:doi:10.11648/j.jccee.20220701.12

| Peer-Reviewed

Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties

Nura Ineza, Zhang Yan Jie

Published in Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 1)

Received: 29 January 2022 Accepted: 24 February 2022 Published: 3 March 2022

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

Background: Geotechnical engineers working on the ground face a common obstacle of unsuitable soil. Expansive soil is one of the soils vulnerable to high loads and unstable. Properties such as high permeability, low bearing capacity, compression, swelling and shrinkage behavior, low strength and stiffness are all characteristics of an expanding soil. Expansive soil is weaker than other soil types due to these characteristics. Objective: This study aimed to review the efficacy of the widespread use of ionic soil stabilization techniques for improving expansive clay soil properties by using different dosage levels that affect the properties of expansive clay soil. Results: expansive soil's high sulfate content, experiences swelling and heaving when stabilized with cement, lime, and fly flash. Engineers developed a new stabilizer called ionic soil stabilization to address this issue, improving strength and stiffness while reducing expansive soil permeability, compressibility, swelling, and shrinkage. Conclusion: Ionic soil stabilizer is preferred for improving clay soil because of its high efficiency and environmentally friendly stabilizer material, and low cost.

Published in	Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 1)
DOI	10.11648/j.jccee.20220701.12
Page(s)	8-13
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), 2022. Published by Science Publishing Group

Keywords

Ionic Soil Stabilization, Expansive Clay Soil, Improvement, Soft Soil, Swell-shrinkage, Stabilization

References

[1]	S. Gautam, S. He, and X. Yu, "Stabilization of expansive soil using an injection of liquid ionic soil stabilizer: A case study between field and laboratory treatment," in Geo-Congress 2019: Soil Improvement, 2019, pp. 335–343.
[2]	H. M. Dao, A. T. T. Nguyen, T. M. Do, and T. M. Do, “Effect of wetting-drying cycles on surface cracking and swell-shrink behavior of expansive soil modified with ionic soil stabilizer,” J. Min. Earth Sci., vol. 61, no. 6, pp. 1–13, 2020.
[3]	L. Xu, “Mechanical behaviour of compacted earth with respect to relative humidity and clay content: experimental study and constitutive modelling,” 2018, [Online]. Available: https://tel.archives-ouvertes.fr/tel-02174201.
[4]	S. Gautam, L. R. Hoyos, S. He, S. Prabakar, and X. Yu, “Chemical treatment of a highly expansive clay using a liquid ionic soil stabilizer,” Geotech. Geol. Eng., vol. 38, no. 5, pp. 4981–4993, 2020.
[5]	S. He, X. Yu, A. Banerjee, and A. J. Puppala, “Expansive soil treatment with liquid ionic soil stabilizer,” Transp. Res. Rec., vol. 2672, no. 52, pp. 185–194, 2018.
[6]	Li, G. Y., Hou, X., Mu, Y. H., Ma, W., Wang, F., Zhou, Y., & Mao, Y. C. (2019). Engineering properties of loess stabilized by a type of eco-material, calcium lignosulfonate. Arabian Journal of Geosciences, 12 (22), 1-10.
[7]	Latifi, N., Horpibulsuk, S., Meehan, C. L., Abd Majid, M. Z., Tahir, M. M., & Mohamad, E. T. (2017). Improvement of problematic soils with biopolymer—an environmentally friendly soil stabilizer. Journal of Materials in Civil Engineering, 29 (2), 04016204.
[8]	A. J. Puppala, S. S. C. Congress, and A. Banerjee, Research Advancements in Expansive Soil Characterization, Stabilization and Geoinfrastructure Monitoring. Springer Singapore, 2019.
[9]	A. Mendonça, P. V. Morais, A. C. Pires, A. P. Chung, and P. V. Oliveira, “A review on the importance of microbial biopolymers such as xanthan gum to improve soil properties,” Appl. Sci., vol. 11, no. 1, pp. 1–14, 2021, doi: 10.3390/app11010170.
[10]	N. Singh Parihar and A. Kumar Gupta, “Chemical stabilization of expansive soil using liming leather waste ash,” Int. J. Geotech. Eng., vol. 15, no. 8, pp. 1008–1020, 2021, doi: 10.1080/19386362.2020.1775357.
[11]	A. R. Estabragh, B. Parsaei, and A. A. Javadi, “Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil,” Soils Found., vol. 55, no. 2, pp. 304–314, 2015, doi: 10.1016/j.sandf.2015.02.007.
[12]	Wang, Y. J., Lin, W. Y., Huang, Y. S., Qiu, X., & Wu, J. H. (2016). Analysis of durability performance of ionic soil stabilizer improving soil. In Key Engineering Materials (Vol. 667, pp. 335-340). Trans Tech Publications Ltd.
[13]	H. Ye, C. Chu, L. Xu, K. Guo, and D. Li, “Experimental Studies on Drying-Wetting Cycle Characteristics of Expansive Soils Improved by Industrial Wastes,” Adv. Civ. Eng., vol. 2018, 2018, doi: 10.1155/2018/2321361.
[14]	X. Lu, J. Luo, and M. Wan, “Optimization of Ionic Soil Stabilizer Dilution and Understanding the Mechanism in Red Clay Treatment,” Adv. Civ. Eng., vol. 2021, 2021.
[15]	X. S. Lu and X. Wei, “Experimental Study on Ionic Soil Stabilizer Reinforcing Red Clay,” in Advanced Materials Research, 2011, vol. 183, pp. 1736–1740.
[16]	N. C. Consoli, H. C. Scheuermann Filho, L. Segadães, and N. Cristelo, “Effect of wet-dry cycles on the durability, strength and stiffness of granite residual soil stabilised with Portland cement,” 17th Eur. Conf. Soil Mech. Geotech. Eng. ECSMGE 2019 - Proc., vol. 2019-Septe, pp. 1–7, 2019, doi: 10.32075/17ECSMGE-2019-0686.
[17]	E. Tavakoli, S. He, X. Yu, and L. R. Hoyos, “Laboratory evaluation of a liquid ionic stabilizer for an expansive soil in North Texas,” in PanAm Unsaturated Soils 2017, 2017, pp. 190–197.
[18]	X. Lu and C. Xia, “Experimental study of compaction effects and proportion of expansive soil improved by ionic soil stabilizer,” 2015.
[19]	X. Lu, “Experimental Study of Expansive Soil Improved by Ionic Soil Stabilizer,” DEStech Trans. Mater. Sci. Eng., no. icmea, 2015.
[20]	E. Hillary, F. Pakir, N. A. A. Aziz, and A. Madun, “The Effectiveness of Demolished Tile Material for Soil Improvement: A Review,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1144, no. 1, p. 012071, 2021, doi: 10.1088/1757-899x/1144/1/012071.
[21]	R. C. Mamat, A. Kasa, and S. F. M. Razali, “A review of road embankment stability on soft ground: Problems and future perspective,” IIUM Eng. J., vol. 20, no. 2, pp. 32–56, 2019, doi: 10.31436/iiumej.v20i2.996.
[22]	A. A. Firoozi, C. G. Olgun, A. A. Firoozi, and M. S. Baghini, “Fundamentals of soil stabilization,” Int. J. Geo-Engineering, vol. 8, no. 1, pp. 1–16, 2017.
[23]	S. Geotechnical and D. Manual, “Chapter 19 GROUND IMPROVEMENT Final,” no. June, 2010.
[24]	L. R. Hoyos, D. Ph, M. Asce, B. Chittoori, D. Ph, and M. Asce, “Evaluation of Swell Behavior of Expansive Clays from Internal Specific Surface and Pore Size Distribution,” pp. 1–10, 2015, doi: 10.1061/(ASCE)GT.1943-5606.0001412.
[25]	G. Wang and X. Wei, “Modeling swelling–shrinkage behavior of compacted expansive soils during wetting–drying cycles,” Can. Geotech. J., vol. 52, no. 6, pp. 783–794, 2015, doi: 10.1139/cgj-2014-0059.
[26]	B. Mehta and A. Sachan, “Effect of Mineralogical Properties of Expansive Soil on Its Mechanical Behavior,” Geotech. Geol. Eng., vol. 35, no. 6, pp. 2923–2934, 2017, doi: 10.1007/s10706-017-0289-6.
[27]	S. Asuri and P. Keshavamurthy, “Expansive Soil Characterisation: an Appraisal,” Ina. Lett., vol. 1, no. 1, pp. 29–33, 2016, doi: 10.1007/s41403-016-0001-9.
[28]	A. Khan, J. X. Wang, and W. B. Patterson, “A study of the swell-shrink behavior of expansive,” Int. J. Geotech. Eng., vol. 6362, pp. 1–13, 2019, doi: 10.1080/19386362.2017.1351744.
[29]	J. Tahasildar, B. H. Rao, and S. K. Shukla, “Mineralogical Compositions of Some Indian Expansive Soils and Their Influence on Swelling Properties,” Int. J. Geosynth. Gr. Eng., vol. 3, no. 1, pp. 1–10, 2017, doi: 10.1007/s40891-016-0081-3.
[30]	M. Khorshidi, N. Lu, I. D. Akin, and W. J. Likos, “Intrinsic Relationship between Specific Surface Area and Soil Water Retention,” J. Geotech. Geoenvironmental Eng., vol. 143, no. 1, p. 04016078, 2017, doi: 10.1061/(asce)gt.1943-5606.0001572.
[31]	J. N. Meegoda and L. Martin, “In-Situ Determination of Specific Surface Area of Clays,” Geotech. Geol. Eng., 2018, doi: 10.1007/s10706-018-0623-7.
[32]	C. I. Hiley, G. Hansford, N. Eastaugh, A. Street, and L. Se, “High-resolution non-invasive X-ray diffraction analysis of artists ’ paints,” J. Cult. Herit., vol. 53, pp. 1–13, 2022, doi: 10.1016/j.culher.2021.10.008.
[33]	W. Lee, H. S. Nam, Y. G. Kim, Y. J. Kim, and J. H. Lee, “Robust autofocusing for scanning electron microscopy based on a dual deep learning network,” Sci. Rep., no. 0123456789, pp. 1–12, 2021, doi: 10.1038/s41598-021-00412-5.
[34]	O. Ige and H. Danso, “Physico-mechanical and thermal gravimetric analysis of adobe masonry units reinforced with plantain pseudo-stem fibres for sustainable construction,” Constr. Build. Mater., vol. 273, p. 121686, 2021, doi: 10.1016/j.conbuildmat.2020.121686.
[35]	X. Lu and W. Xiang, “A Quantitative Study of Microstructure Characteristics of Ionic Soil Stabilizer Reinforcing Red Clay,” in Software Engineering and Knowledge Engineering: Theory and Practice, Springer, 2012, pp. 863–869.
[36]	Y. J. Wang, W. Y. Lin, Y. S. Huang, X. Qiu, and J. H. Wu, “Analysis of durability performance of ionic soil stabilizer improving soil,” in Key Engineering Materials, 2016, vol. 667, pp. 335–340.
[37]	J. Huang, R. B. Kogbara, N. Hariharan, E. A. Masad, and D. N. Little, “A state-of-the-art review of polymers used in soil stabilization,” Constr. Build. Mater., vol. 305, no. January, p. 124685, 2021, doi: 10.1016/j.conbuildmat.2021.124685.
[38]	X. Luo, W. Xu, X. Qiu, Q. Yang, and S. Xiao, “Exploring the microstructure characteristics and mechanical behavior of the ionic soil stabilizer-treated clay,” Arab. J. Geosci., vol. 13, no. 15, pp. 1–11, 2020.

Cite This Article

Plain Text BibTeX RIS

APA Style

Nura Ineza, Zhang Yan Jie. (2022). Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties. Journal of Civil, Construction and Environmental Engineering, 7(1), 8-13. https://doi.org/10.11648/j.jccee.20220701.12

Copy | Download

ACS Style

Nura Ineza; Zhang Yan Jie. Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties. J. Civ. Constr. Environ. Eng. 2022, 7(1), 8-13. doi: 10.11648/j.jccee.20220701.12

Copy | Download

AMA Style

Nura Ineza, Zhang Yan Jie. Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties. J Civ Constr Environ Eng. 2022;7(1):8-13. doi: 10.11648/j.jccee.20220701.12

Copy | Download

@article{10.11648/j.jccee.20220701.12,
  author = {Nura Ineza and Zhang Yan Jie},
  title = {Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {7},
  number = {1},
  pages = {8-13},
  doi = {10.11648/j.jccee.20220701.12},
  url = {https://doi.org/10.11648/j.jccee.20220701.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220701.12},
  abstract = {Background: Geotechnical engineers working on the ground face a common obstacle of unsuitable soil. Expansive soil is one of the soils vulnerable to high loads and unstable. Properties such as high permeability, low bearing capacity, compression, swelling and shrinkage behavior, low strength and stiffness are all characteristics of an expanding soil. Expansive soil is weaker than other soil types due to these characteristics. Objective: This study aimed to review the efficacy of the widespread use of ionic soil stabilization techniques for improving expansive clay soil properties by using different dosage levels that affect the properties of expansive clay soil. Results: expansive soil's high sulfate content, experiences swelling and heaving when stabilized with cement, lime, and fly flash. Engineers developed a new stabilizer called ionic soil stabilization to address this issue, improving strength and stiffness while reducing expansive soil permeability, compressibility, swelling, and shrinkage. Conclusion: Ionic soil stabilizer is preferred for improving clay soil because of its high efficiency and environmentally friendly stabilizer material, and low cost.},
 year = {2022}
}

Copy | Download

TY  - JOUR
T1  - Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties
AU  - Nura Ineza
AU  - Zhang Yan Jie
Y1  - 2022/03/03
PY  - 2022
N1  - https://doi.org/10.11648/j.jccee.20220701.12
DO  - 10.11648/j.jccee.20220701.12
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  - 8
EP  - 13
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20220701.12
AB  - Background: Geotechnical engineers working on the ground face a common obstacle of unsuitable soil. Expansive soil is one of the soils vulnerable to high loads and unstable. Properties such as high permeability, low bearing capacity, compression, swelling and shrinkage behavior, low strength and stiffness are all characteristics of an expanding soil. Expansive soil is weaker than other soil types due to these characteristics. Objective: This study aimed to review the efficacy of the widespread use of ionic soil stabilization techniques for improving expansive clay soil properties by using different dosage levels that affect the properties of expansive clay soil. Results: expansive soil's high sulfate content, experiences swelling and heaving when stabilized with cement, lime, and fly flash. Engineers developed a new stabilizer called ionic soil stabilization to address this issue, improving strength and stiffness while reducing expansive soil permeability, compressibility, swelling, and shrinkage. Conclusion: Ionic soil stabilizer is preferred for improving clay soil because of its high efficiency and environmentally friendly stabilizer material, and low cost.
VL  - 7
IS  - 1
ER  -

Copy | Download

Author Information

Nura Ineza

Department of Geotechnical Engineering, Lanzhou Jiaotong University, Lanzhou, China
Zhang Yan Jie

Department of Geotechnical Engineering, Lanzhou Jiaotong University, Lanzhou, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Nura Ineza, Zhang Yan Jie. (2022). Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties. Journal of Civil, Construction and Environmental Engineering, 7(1), 8-13. https://doi.org/10.11648/j.jccee.20220701.12

Copy | Download

ACS Style

Nura Ineza; Zhang Yan Jie. Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties. J. Civ. Constr. Environ. Eng. 2022, 7(1), 8-13. doi: 10.11648/j.jccee.20220701.12

Copy | Download

AMA Style

Nura Ineza, Zhang Yan Jie. Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties. J Civ Constr Environ Eng. 2022;7(1):8-13. doi: 10.11648/j.jccee.20220701.12

Copy | Download

@article{10.11648/j.jccee.20220701.12,
  author = {Nura Ineza and Zhang Yan Jie},
  title = {Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {7},
  number = {1},
  pages = {8-13},
  doi = {10.11648/j.jccee.20220701.12},
  url = {https://doi.org/10.11648/j.jccee.20220701.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220701.12},
  abstract = {Background: Geotechnical engineers working on the ground face a common obstacle of unsuitable soil. Expansive soil is one of the soils vulnerable to high loads and unstable. Properties such as high permeability, low bearing capacity, compression, swelling and shrinkage behavior, low strength and stiffness are all characteristics of an expanding soil. Expansive soil is weaker than other soil types due to these characteristics. Objective: This study aimed to review the efficacy of the widespread use of ionic soil stabilization techniques for improving expansive clay soil properties by using different dosage levels that affect the properties of expansive clay soil. Results: expansive soil's high sulfate content, experiences swelling and heaving when stabilized with cement, lime, and fly flash. Engineers developed a new stabilizer called ionic soil stabilization to address this issue, improving strength and stiffness while reducing expansive soil permeability, compressibility, swelling, and shrinkage. Conclusion: Ionic soil stabilizer is preferred for improving clay soil because of its high efficiency and environmentally friendly stabilizer material, and low cost.},
 year = {2022}
}

Copy | Download

TY  - JOUR
T1  - Influencing the Efficacy of Widespread Use of Ionic Soil Stabilization Techniques for Improving Expansive Clay Soil Properties
AU  - Nura Ineza
AU  - Zhang Yan Jie
Y1  - 2022/03/03
PY  - 2022
N1  - https://doi.org/10.11648/j.jccee.20220701.12
DO  - 10.11648/j.jccee.20220701.12
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  - 8
EP  - 13
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20220701.12
AB  - Background: Geotechnical engineers working on the ground face a common obstacle of unsuitable soil. Expansive soil is one of the soils vulnerable to high loads and unstable. Properties such as high permeability, low bearing capacity, compression, swelling and shrinkage behavior, low strength and stiffness are all characteristics of an expanding soil. Expansive soil is weaker than other soil types due to these characteristics. Objective: This study aimed to review the efficacy of the widespread use of ionic soil stabilization techniques for improving expansive clay soil properties by using different dosage levels that affect the properties of expansive clay soil. Results: expansive soil's high sulfate content, experiences swelling and heaving when stabilized with cement, lime, and fly flash. Engineers developed a new stabilizer called ionic soil stabilization to address this issue, improving strength and stiffness while reducing expansive soil permeability, compressibility, swelling, and shrinkage. Conclusion: Ionic soil stabilizer is preferred for improving clay soil because of its high efficiency and environmentally friendly stabilizer material, and low cost.
VL  - 7
IS  - 1
ER  -

Copy | Download