Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers

Nura Ineza; Zhang Yan Jie; Han Jian Long; Xie Jia Hao; Tian Wang

doi:doi:10.11648/j.ijtet.20220802.12

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Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers

Nura Ineza, Zhang Yan Jie, Han Jian Long, Xie Jia Hao, Tian Wang

Published in International Journal of Transportation Engineering and Technology (Volume 8, Issue 2)

Received: 11 March 2022 Accepted: 6 April 2022 Published: 10 May 2022

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Abstract

Researchers are still seeking for the best soil stabilizers to solve difficulties that arise in expansive soils, while also considering cost and environmental impact. This research was based on expansive soil stabilization using nontraditional Stabilization because traditional soil stabilization is more expansive in transportation and has pollution challenges. Expansive soils are ineffectual because of their shrink-swell tendency, water content, high permeability and compressibility, and low shear strength. Expansive Soil failures cause many problems such as excessive settlement, substructure failure, and damage to the superstructure. Methods for improving soil properties are discussed in this paper to reach the goal. Ionic, lignosulfonates, salts, enzymes, polymers, tree resins, and petroleum resins are the nontraditional soil stabilizing agents discussed. For this research, a nontraditional stabilizer had a significant impact on improving soil stability. Therefore, this paper recommends future research to enhance the implementation of non-traditional stabilizer mechanisms in specific engineering applications.

Published in	International Journal of Transportation Engineering and Technology (Volume 8, Issue 2)
DOI	10.11648/j.ijtet.20220802.12
Page(s)	30-39
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

Expansive Clay Soil, Permeability, Nontraditional, Strength, Stabilization, Improvement

References

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Nura Ineza, Zhang Yan Jie, Han Jian Long, Xie Jia Hao, Tian Wang. (2022). Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers. International Journal of Transportation Engineering and Technology, 8(2), 30-39. https://doi.org/10.11648/j.ijtet.20220802.12

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ACS Style

Nura Ineza; Zhang Yan Jie; Han Jian Long; Xie Jia Hao; Tian Wang. Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers. Int. J. Transp. Eng. Technol. 2022, 8(2), 30-39. doi: 10.11648/j.ijtet.20220802.12

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AMA Style

Nura Ineza, Zhang Yan Jie, Han Jian Long, Xie Jia Hao, Tian Wang. Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers. Int J Transp Eng Technol. 2022;8(2):30-39. doi: 10.11648/j.ijtet.20220802.12

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@article{10.11648/j.ijtet.20220802.12,
  author = {Nura Ineza and Zhang Yan Jie and Han Jian Long and Xie Jia Hao and Tian Wang},
  title = {Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers},
  journal = {International Journal of Transportation Engineering and Technology},
  volume = {8},
  number = {2},
  pages = {30-39},
  doi = {10.11648/j.ijtet.20220802.12},
  url = {https://doi.org/10.11648/j.ijtet.20220802.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijtet.20220802.12},
  abstract = {Researchers are still seeking for the best soil stabilizers to solve difficulties that arise in expansive soils, while also considering cost and environmental impact. This research was based on expansive soil stabilization using nontraditional Stabilization because traditional soil stabilization is more expansive in transportation and has pollution challenges. Expansive soils are ineffectual because of their shrink-swell tendency, water content, high permeability and compressibility, and low shear strength. Expansive Soil failures cause many problems such as excessive settlement, substructure failure, and damage to the superstructure. Methods for improving soil properties are discussed in this paper to reach the goal. Ionic, lignosulfonates, salts, enzymes, polymers, tree resins, and petroleum resins are the nontraditional soil stabilizing agents discussed. For this research, a nontraditional stabilizer had a significant impact on improving soil stability. Therefore, this paper recommends future research to enhance the implementation of non-traditional stabilizer mechanisms in specific engineering applications.},
 year = {2022}
}

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TY  - JOUR
T1  - Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers
AU  - Nura Ineza
AU  - Zhang Yan Jie
AU  - Han Jian Long
AU  - Xie Jia Hao
AU  - Tian Wang
Y1  - 2022/05/10
PY  - 2022
N1  - https://doi.org/10.11648/j.ijtet.20220802.12
DO  - 10.11648/j.ijtet.20220802.12
T2  - International Journal of Transportation Engineering and Technology
JF  - International Journal of Transportation Engineering and Technology
JO  - International Journal of Transportation Engineering and Technology
SP  - 30
EP  - 39
PB  - Science Publishing Group
SN  - 2575-1751
UR  - https://doi.org/10.11648/j.ijtet.20220802.12
AB  - Researchers are still seeking for the best soil stabilizers to solve difficulties that arise in expansive soils, while also considering cost and environmental impact. This research was based on expansive soil stabilization using nontraditional Stabilization because traditional soil stabilization is more expansive in transportation and has pollution challenges. Expansive soils are ineffectual because of their shrink-swell tendency, water content, high permeability and compressibility, and low shear strength. Expansive Soil failures cause many problems such as excessive settlement, substructure failure, and damage to the superstructure. Methods for improving soil properties are discussed in this paper to reach the goal. Ionic, lignosulfonates, salts, enzymes, polymers, tree resins, and petroleum resins are the nontraditional soil stabilizing agents discussed. For this research, a nontraditional stabilizer had a significant impact on improving soil stability. Therefore, this paper recommends future research to enhance the implementation of non-traditional stabilizer mechanisms in specific engineering applications.
VL  - 8
IS  - 2
ER  -

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Author Information

Nura Ineza

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

Department of Geotechnical Engineering, Faculty of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China
Han Jian Long

Department of Geotechnical Engineering, Faculty of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China
Xie Jia Hao

Department of Geotechnical Engineering, Faculty of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China
Tian Wang

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

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Nura Ineza, Zhang Yan Jie, Han Jian Long, Xie Jia Hao, Tian Wang. (2022). Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers. International Journal of Transportation Engineering and Technology, 8(2), 30-39. https://doi.org/10.11648/j.ijtet.20220802.12

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ACS Style

Nura Ineza; Zhang Yan Jie; Han Jian Long; Xie Jia Hao; Tian Wang. Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers. Int. J. Transp. Eng. Technol. 2022, 8(2), 30-39. doi: 10.11648/j.ijtet.20220802.12

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Nura Ineza, Zhang Yan Jie, Han Jian Long, Xie Jia Hao, Tian Wang. Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers. Int J Transp Eng Technol. 2022;8(2):30-39. doi: 10.11648/j.ijtet.20220802.12

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@article{10.11648/j.ijtet.20220802.12,
  author = {Nura Ineza and Zhang Yan Jie and Han Jian Long and Xie Jia Hao and Tian Wang},
  title = {Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers},
  journal = {International Journal of Transportation Engineering and Technology},
  volume = {8},
  number = {2},
  pages = {30-39},
  doi = {10.11648/j.ijtet.20220802.12},
  url = {https://doi.org/10.11648/j.ijtet.20220802.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijtet.20220802.12},
  abstract = {Researchers are still seeking for the best soil stabilizers to solve difficulties that arise in expansive soils, while also considering cost and environmental impact. This research was based on expansive soil stabilization using nontraditional Stabilization because traditional soil stabilization is more expansive in transportation and has pollution challenges. Expansive soils are ineffectual because of their shrink-swell tendency, water content, high permeability and compressibility, and low shear strength. Expansive Soil failures cause many problems such as excessive settlement, substructure failure, and damage to the superstructure. Methods for improving soil properties are discussed in this paper to reach the goal. Ionic, lignosulfonates, salts, enzymes, polymers, tree resins, and petroleum resins are the nontraditional soil stabilizing agents discussed. For this research, a nontraditional stabilizer had a significant impact on improving soil stability. Therefore, this paper recommends future research to enhance the implementation of non-traditional stabilizer mechanisms in specific engineering applications.},
 year = {2022}
}

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TY  - JOUR
T1  - Strengthening of Expansive Soil with Different Nontraditional Soil Stabilizers
AU  - Nura Ineza
AU  - Zhang Yan Jie
AU  - Han Jian Long
AU  - Xie Jia Hao
AU  - Tian Wang
Y1  - 2022/05/10
PY  - 2022
N1  - https://doi.org/10.11648/j.ijtet.20220802.12
DO  - 10.11648/j.ijtet.20220802.12
T2  - International Journal of Transportation Engineering and Technology
JF  - International Journal of Transportation Engineering and Technology
JO  - International Journal of Transportation Engineering and Technology
SP  - 30
EP  - 39
PB  - Science Publishing Group
SN  - 2575-1751
UR  - https://doi.org/10.11648/j.ijtet.20220802.12
AB  - Researchers are still seeking for the best soil stabilizers to solve difficulties that arise in expansive soils, while also considering cost and environmental impact. This research was based on expansive soil stabilization using nontraditional Stabilization because traditional soil stabilization is more expansive in transportation and has pollution challenges. Expansive soils are ineffectual because of their shrink-swell tendency, water content, high permeability and compressibility, and low shear strength. Expansive Soil failures cause many problems such as excessive settlement, substructure failure, and damage to the superstructure. Methods for improving soil properties are discussed in this paper to reach the goal. Ionic, lignosulfonates, salts, enzymes, polymers, tree resins, and petroleum resins are the nontraditional soil stabilizing agents discussed. For this research, a nontraditional stabilizer had a significant impact on improving soil stability. Therefore, this paper recommends future research to enhance the implementation of non-traditional stabilizer mechanisms in specific engineering applications.
VL  - 8
IS  - 2
ER  -

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