Journal of Structural and Construction Engineering

Journal of Structural and Construction Engineering

Laboratory investigation of dispersivity characteristics and feasibility study of stabilizing dispersive soil using wheat straw protein hydrogel

Document Type : Original Article

Authors
1 Department of Civil Engineering, NT.C., Islamic Azad University, Tehran, Iran
2 Assistant Professor, Department of Civil Engineering, North Tehran Branch, Islamic Azad University, Tehran, Iran.
Abstract
This study focuses on the dispersive behavior of soils in the Jafariyeh Plain (Qom Province) and evaluates the effectiveness of a novel bio-based stabilizer. Geotechnical sampling included disturbed and undisturbed (cubic) specimens collected from three locations. Laboratory tests, including Atterberg limits and sieve analysis, indicated that all samples are classified as ML (low-plasticity silts). Double hydrometer tests showed dispersivity values ranging from 58% to 80%, with sample No. 3 exhibiting the highest dispersivity (79%). Total dissolved solids (TDS) tests revealed solute concentrations between 1200 and 2800 mg/L, with sample No. 3 again showing the highest value. To reduce soil dispersivity, a protein-based hydrogel derived from wheat straw was applied with 2% boric acid as a cross-linker. A 1% hydrogel mix reduced dispersivity below 40%, while a 7% mix decreased it further to 27%, amounting to a 53% reduction. Unconfined shear strength tests showed continuous improvement with both hydrogel content and curing time, rising from 12.8 kg/cm² (1% mix after 3 days) to 33.5 kg/cm² (7% mix after 28 days). These results confirm that the studied soils possess high dispersive potential and that the proposed bio-stabilizer significantly improves both chemical and mechanical properties. The stabilizer’s efficiency, compatibility with the environment, and consistent long-term performance suggest its promising application in geotechnical projects, particularly in arid and semi-arid regions. This approach offers an effective and sustainable alternative to conventional chemical stabilizers such as lime, especially in saline or alkaline soil conditions.
Keywords

Subjects


[1] Fredlund, D. G., & Rahardjo, H. (1993). Soil mechanics for unsaturated soils. New York: Wiley.
[2] Esmaeili-Falak, M., Lotfi Eghlim, A., & Nematzadeh, S. (2019). Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects. Journal of Structural and Construction Engineering, 6 (Special Issue 1), 43-58.
[3] Feda, J. (1995). Constitutive laws for soils with different types of structure. Amsterdam: Elsevier.
[4] Lawton, E. C., Fragaszy, R. J., & Hardcastle, J. H. (1992). Collapse of compacted clayey sand. Journal of Geotechnical Engineering, 118(9), 1376–1394.
[5] Li, J., Zhang, Y., & Hu, T. (2016). Engineering problems caused by collapsible loess. Bulletin of Engineering Geology and the Environment, 75(1), 295–305.
[6] Alonso, E. E., Vaunat, J., & Gens, A. (2010). Modelling the mechanical behavior of expansive clays. Engineering Geology, 105(1–2), 1–18.
[7] Sherard, J. L., Decker, R. S., & Ryker, N. L. (1976). Pinhole test for identifying dispersive soils. Journal of Geotechnical Engineering, 102(1), 69–85.
[8] Dehghan, A., Ghafouri, M., & Soltani, A. (2011). Assessment of dispersive soil potential using multiple soil tests. Soil Mechanics and Foundation Engineering, 48(2), 65–72.
[9] Kolay, P. K., & Tiwari, A. K. (2011). Improvement of soil properties using cement and fly ash. Applied Clay Science, 52(3), 393–400.
[10] Estabragh, A. R., Bordbar, A. T., & Eskandari, G. H. (2016). Environmental concerns in chemical stabilization of dispersive soils. Environmental Earth Sciences, 75(17), 1346.
[11] Esmaeili-Falak, M., Katebi, H., Javadi, A., & Rahimi, S. (2017). Experimental investigation of stress and strain characteristics of frozen sandy soils-A case study of Tabriz subway. Modares Civil Engineering journal, 17(5), 13-23.
[12] Alipour, R., Aminpour, H., & Dehghanzadeh, A. (2023). Investigating the effect of soil improvement by micropile method in marl soil: A case study of Bidboland, Khuzestan. Amirkabir Journal of Civil Engineering, 54(12), 925–928.
[13] Pakbaz, M. S., & Alipour, R. (2012). Influence of cement addition on the geotechnical properties of an Iranian clay. Applied Clay Science, 67–68, 1–4.
[14] Chang, I., & Cho, G. C. (2019). Geotechnical behavior of a biopolymer-treated residual soil. Geomechanics and Engineering, 17(4), 419–428.
[15] Kazemi, M., Khavasi, H., & Amini, F. (2020). Use of wheat straw protein hydrogel in soil improvement. Construction and Building Materials, 246, 118445.
[16] Mahdavi, A., Ghasemi, M., & Ramezanianpour, A. A. (2021). Laboratory investigation of natural hydrogel effects on soil strength. International Journal of Geotechnical Engineering, 15(6), 704–712.
[17] Wang, L., Zhang, B., & Xu, Y. (2022). Soil improvement using corn zein and soy protein. Journal of Materials in Civil Engineering, 34(2), 04021456.
[18] Liu, X., Zhang, Y., & Chen, Y. (2021). Microbial and plant-based polymers for soil stabilization. Journal of Cleaner Production, 312, 127773.
[19] Gandomi, A. H., Akbarzadeh, M., & Alavi, A. H. (2023). Sustainable soil stabilization using plant-based polymers. Environmental Geotechnics, 10(1), 45–58.
[20] Zhang, C., Zhao, Q., & Wu, J. (2022). Effect of drying-wetting cycles on biopolymer-treated soils. Engineering Geology, 298, 106524.
[21] Kavazanjian, E., Ruy, S., & DeJong, J. T. (2015). Durability of bio-stabilized soils under cyclic conditions. Geotechnical Special Publication, 256, 322–331.
[22] Gu, F., Wang, Y., & Chen, R. (2020). Biopolymers as green binders for soil stabilization. Geotechnical Engineering Journal, 35(4), 88–97.
Volume 12, Issue 07 - Serial Number 96
October 2025
Pages 111-126

  • Receive Date 22 May 2025
  • Revise Date 09 July 2025
  • Accept Date 26 July 2025