Investigating the Effect of Trivalent Chromium Cr(III) Contamination on Geotechnical Properties of Clayey Soil
Downloads
Industrial wastes in the form of chromium, generated by leather industries, commonly contaminate soil, affecting its geotechnical properties. The present study examines the impact of trivalent chromium Cr(III) on the soil’s mechanical, physiochemical, and microstructural properties. The soil and Cr(III) were collected from an industrial area in Sheikhupura, Pakistan, and are mixed in various proportions ranging from 0% to 50% by weight to simulate various contamination levels. A detailed experimental program that included index and strength testing, in addition to physiochemical analysis, was carried out. Modifications in microstructure and mineralogical composition were also examined using Scanning Electron Microscopy (SEM) and X-ray Diffraction (XRD). The results showed an increase in the soil strength characteristics, with maximum dry density (MDD) and cohesion enhanced up to 15% and 12%, respectively, with an addition of Cr(III) up to 20% contamination concentration. Notable reduction in the soil pH was also observed, indicating the acidic impact of Cr(III). Microstructural examination affirmed significant mineralogical rearrangement, with quartz remaining the dominant mineral. The results provided useful insights into the geotechnical implications of Cr(III) contamination in clayey soils and will contribute to improved assessment of the soil behavior in industrially contaminated zones.
Downloads
[1] Junaid, M., Hashmi, M. Z., Tang, Y.-M., Malik, R. N., & Pei, D.-S. (2017). Potential health risk of heavy metals in the leather manufacturing industries in Sialkot, Pakistan. Scientific Reports, 7(1), 8848. doi:10.1038/s41598-017-09075-7.
[2] Mahdi Karkush, D. R. (2015). Studying the Effects of Industrial Wastewater on Chemical and Physical Properties of Sandy Soil. Journal of Babylon University, 23(2), 434–440.
[3] Dixit, S., Yadav, A., Dwivedi, P. D., & Das, M. (2015). Toxic hazards of leather industry and technologies to combat threat: A review. Journal of Cleaner Production, 87(C), 39–49. doi:10.1016/j.jclepro.2014.10.017.
[4] Zulfqar, A., Niazi, N. K., Saqib, Z. A., Shahid, M., Hussain, K., & He, Z. (2025). Phytoaccumulation of chromium by hemp and ryegrass in rice husk biochars, nano-zero valent zinc and vermicompost amended tannery wastewater soil. Frontiers in Environmental Science, 13. doi:10.3389/fenvs.2025.1558255.
[5] Maheshwari, B. K., Truman, K. Z., El Naggar, M. H., & Gould, P. L. (2004). Three-dimensional finite element nonlinear dynamic analysis of pile groups for lateral transient and seismic excitations. Canadian Geotechnical Journal, 41(1), 118–133. doi:10.1139/t03-073.
[6] Krishna, K. R., & Philip, L. (2005). Bioremediation of Cr(VI) in contaminated soils. Journal of Hazardous Materials, 121(1–3), 109–117. doi:10.1016/j.jhazmat.2005.01.018.
[7] Eid, A. H., Keshtkar, H., & Zahir, K. O. (1996). Characterization and treatment of the soil of an industrial site contaminated with chromium (VI). Journal of Environmental Science and Health. Part A: Environmental Science and Engineering and Toxicology, 31(1), 227–247. doi:10.1080/10934529609376353.
[8] Ghandali, M. V., Safarzadeh, S., Ghasemi-Fasaei, R., & Zeinali, S. (2024). Heavy metals immobilization and bioavailability in multi-metal contaminated soil under ryegrass cultivation as affected by ZnO and MnO2 nanoparticle-modified biochar. Scientific Reports, 14(1), 1–17. doi:10.1038/s41598-024-61270-5.
[9] Irfan, M., Chen, Y., Ali, M., Abrar, M., Qadri, A., & Bhutta, O. (2018). Geotechnical properties of effluent-contaminated cohesive soils and their stabilization using industrial by-products. Processes, 6(10), 203. doi:10.3390/PR6100203.
[10] Narasimha Rao, A. V., & Chittaranjan, M. (2010). Harmful effects of certain Industrial wastes on geotechnical properties of soils - A review. Nature Environment and Pollution Technology, 9(4), 799–804.
[11] Ayub, S., Siddique, A. A., & Hussein, H. M. (2017). Impact of geotechnical properties due to industrial and hydrocarbon contaminated soil. Pollution Research, 36(4), 814–821.
[12] Li, Y. Y., & Zhang, T. T. (2021). Studies on Engineering and Microstructure Properties of Chromium(VI)-Contaminated Soil. Nature Environment and Pollution Technology, 20(1), 411–416. doi:10.46488/NEPT.2021.V20I01.049.
[13] Kermani, M., & Ebadi, T. (2012). The Effect of Oil Contamination on the Geotechnical Properties of Fine-Grained Soils. Soil and Sediment Contamination: An International Journal, 21(5), 655–671. doi:10.1080/15320383.2012.672486.
[14] Vinoth, S., Rajeshkumar, V., Sivabalan, T., Surya, M., Thamilkumaran, M., & Saiprakash, S. (2021). Impact of industrial effluents on geotechnical properties of soil. Materials Today: Proceedings, 37, 2636–2643. doi:10.1016/j.matpr.2020.08.513.
[15] Harun, S. N., Ali Rahman, Z., & Damanhuri, N. A. (2025). Impact of landfill leachate contamination on the geotechnical behavior of granitic sandy-clayey soil. International Journal of Environmental Science and Technology, 22(13), 12423–12436. doi:10.1007/s13762-025-06622-y.
[16] Jafari Kermanipour, M., Bagheripour, M. H., & Yaghoubi, E. (2024). Mechanical and Microstructural Characterization of a Nano-stabilized Sandy Soil. Geotechnical and Geological Engineering, 42(7), 6131–6146. doi:10.1007/s10706-024-02890-6.
[17] Prasad, S., Yadav, K. K., Kumar, S., Gupta, N., Cabral-Pinto, M. M. S., Rezania, S., Radwan, N., & Alam, J. (2021). Chromium contamination and effect on environmental health and its remediation: A sustainable approaches. Journal of Environmental Management, 285, 112174. doi:10.1016/j.jenvman.2021.112174.
[18] Nguyen, B. V., Kim, Y. T. (2024). The effect of soil physical properties on predicting shear strength parameters based on comparing ensemble learning, deep learning, and support vector machine models. Geomechanics & Engineering, 39(3), 241-256. doi:10.12989/gae.2024.39.3.241.
[19] Ma, Q., Chen, J., Li, W., & Wu, N. (2023). Studying the Properties of Chromium-Contaminated Soil Solidified by Polyurethane. Polymers, 15(9), 2118. doi:10.3390/polym15092118.
[20] Das, S., Sengupta, S., Patra, P. K., Acharjee, P. U., & Pal, S. K. (2022). Appraisal of environmental, ecological and carcinogenic risk due to heavy metals in a sewage and solid waste contaminated area. Soil and Sediment Contamination: An International Journal, 32(5), 591–614. doi:10.1080/15320383.2022.2112651.
[21] Khan, M. I., Irfan, M., Aziz, M., & Khan, A. H. (2016). Geotechnical Characteristics of Effluent Contaminated Cohesive Soils. Journal of Environmental Engineering and Landscape Management, 25(1), 75–82. doi:10.3846/16486897.2016.1210155.
[22] Bhardwaj, A., & Sharma, R. K. (2020). Effect of industrial wastes and lime on strength characteristics of clayey soil. Journal of Engineering, Design and Technology, 18(6), 1749–1772. doi:10.1108/jedt-12-2019-0350.
[23] Diwa, R. R., Deocaris, C. C., Orbecido, A. H., Beltran, A. B., Vallar, E. A., Galvez, M. C. D., & Belo, L. P. (2023). Heavy Metal Pollution in Soil and Surface Sediments of Meycauayan River, Philippines and Their Relationship to Environmental Indicators. Soil and Sediment Contamination: An International Journal, 32(8), 1033–1052. doi:10.1080/15320383.2022.2163976.
[24] Liu, X., Zhu, H., Zhang, B., Xu, C., Li, L., & Xing, W. (2022). Heavy metals (HMs) in soils of different land-use types in Zhengzhou, China: Occurrence, source and ecological risk. Soil and Sediment Contamination: An International Journal, 32(6), 731–751. doi:10.1080/15320383.2022.2130163.
[25] Shaheen, M. E., Tawfik, W., Mankola, A. F., Gagnon, J. E., Fryer, B. J., & El-Mekawy, F. M. (2022). Assessment of contamination levels of heavy metals in the agricultural soils using ICP-OES. Soil and Sediment Contamination: An International Journal, 32(6), 665–691. doi:10.1080/15320383.2022.2123448.
[26] Balagosa, J. A., Lee, M. J., Choo, Y. W., Kim, H. S., & Kim, J. M. (2024). Effect of wood pellet fly ash on strength and microstructure of Korean weathered granite soil. Geomechanics and Engineering, 38(4), 335-352. doi:10.12989/gae.2024.38.4.335.
[27] Tanveer, B., Samuel, S., Pervaiz, U., Suhail, S. A., & Suleman, M. (2025). Enhancing the Soil Stability through the Incorporation of Waste Glass Powder. Mehran University Research Journal of Engineering and Technology, 44(4), 68–74. doi:10.22581/muet1982.0246.
[28] Cassel, D. K., Nielsen, D. R., & Klute, A. (1986). Mehods of Soil Analysis. John Wiley & Sons, Hoboken, United States.
[29] Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil mechanics in engineering practice. John Wiley & Sons, Hoboken, United States.
[30] Gibbs, H. J., & Bara, J. P. (1967). Stability Problems of Collapsing Soil. Journal of the Soil Mechanics and Foundations Division, 93(4), 577–594. doi:10.1061/jsfeaq.0001007.
[31] Karkush, M. O., & Ali, S. D. (2020). Impacts of lead nitrate contamination on the geotechnical properties of clayey soil. Journal of Engineering Science and Technology, 15(2), 1032–1045.
[32] Negahdar, A., & Nikghalbpour, M. (2020). Geotechnical properties of sandy clayey soil contaminated with lead and zinc. SN Applied Sciences, 2(8), 1–13. doi:10.1007/s42452-020-3115-3.
[33] Kalsoom, S., Suhail, S. A., Khan, A. Q., & Qasim, M. (2026). Comparative Analysis of Shear Strength of Ravi, Chenab, and Lawrencepur Sands: The Effect of Moisture Content and Degree of Saturation. Mehran University Research Journal of Engineering and Technology, 45(1), 14–23. doi:10.22581/0193.
- Authors retain all copyrights. It is noticeable that authors will not be forced to sign any copyright transfer agreements.
- This work (including HTML and PDF Files) is licensed under a Creative Commons Attribution 4.0 International License.![]()















