Technical Papers
May 28, 2020

Effect of Heavy Metal Contamination on the Compressibility and Strength Characteristics of Chemically Modified Semiarid Soils

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 24, Issue 4

Abstract

Rapid industrialization in developed countries has led to a continuous release of heavy metals into the environment. When these effluents are discharged directly into natural surrounding soils, not only is the geotechnical behavior altered but the natural surface and subsurface waters become contaminated. In this study, experiments are conducted to examine the unconfined compressive strength (UCS) and compressibility behavior for two semiarid soils exhibiting different mineralogy spiked with selected heavy metals (As3+, Cr6+, Cu2+, Hg2+, Pb2+, and Zn2+) and their relative immobilization levels in the presence of a binder. Removal efficiencies of selected metal ions were estimated by performing desorption tests using different extractants [acetic acid (H3COOH), nitric acid (HNO3), ethylenediaminetetraacetic acid (EDTA), and diethylenetriaminepentaacetic acid (DTPA)]. Analytical grade lime was used as a binder and the concentrations of spiked metal ions were maintained at 50 and 100 ppm respectively. The variations in electrical conductivity and pH for both soils spiked with selected metal ions were evaluated for the control case (absence of lime) and lime treated case and have been related to the compression behavior. Results from this study reveal that the UCS values of both soils increased for the control and lime treated cases. The compression behavior of the selected soils exhibited contrasting behavior with an increase in compression index (Cc) values for soil A and a decrement for soil B when spiked with selected metal ions. The desorption studies revealed higher removal efficiencies for EDTA compared with other extractants.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors extend their appreciation to the Deanship of Scientific Research at King Saud University for funding the work through the Research Chair Program. The authors would like to thank the reviewers for their constructive comments which helped the cause of the manuscript.

References

Adebowale, A. 2004. Bioremediation of arsenic, chromium, lead and mercury. national network of environmental management studies. Washington, DC: U.S. Environmental Protection Agency.
Adedamola, T. O., and S. B. Olugbenga. 2016. “Sequestering heavy metals from wastewater using cow dung.” Water Resour. Ind. 13: 7–13. https://doi.org/10.1016/j.wri.2016.02.002.
Alawaji, H. A. 1999. “Swell and compressibility characteristics of sand–bentonite mixtures inundated with liquids.” Appl. Clay Sci. 15 (3–4): 411–430. https://doi.org/10.1016/S0169-1317(99)00033-2.
Al-Hobaib, A. A., Q. K. Al-Jaseem, H. M. Baioumy, and A. H. Ahmed. 2013. “Heavy metals concentrations and usability of groundwater at Mahd Adh Dhahab gold mine, Saudi Arabia.” Arab. J. Geosci. 6 (1): 259–270. https://doi.org/10.1007/s12517-011-0344-1.
ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698 12e2. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard test method for materials finer than 75-μm (No. 200) sieve in mineral aggregates by washing. ASTM C117-13. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM D698-12e2. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166/D2166M. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test methods for liquid limit, plastic limit and plasticity index of soils. ASTM D4318-17e1. West Conshohocken: ASTM.
ASTM. 2017c. Standard test methods materials finer than 75-μm (no. 200) sieve in mineral aggregates by washing, ASTM C117-17. West Conshohocken, PA: ASTM.
ASTM. 2018a. Standard test method for shrinkage factors of soils by the wax method. ASTM D4943-08. West Conshohocken, PA: ASTM.
ASTM. 2018b. Standard test methods for pH of water. ASTM D1293-18. West Conshohocken, PA: ASTM.
ASTM. 2018c. Standard test methods for precipitated silica – surface area by multipoint BET nitrogen adsorption. ASTM D1993. West Conshohocken, PA: ASTM.
ASTM. 2018d. Standard test method for measurement of soil resistivity using the two-electrode soil box method. ASTM G187-18. West Conshohocken, PA: ASTM.
ASTM. 2020a. Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM D2435M. West Conshohocken, PA: ASTM International.
ASTM. 2020b. Standard test methods for determining the water (moisture) content, ash content, and organic material of peat and other organic soils. ASTM D2974-20. West Conshohocken, PA: ASTM.
ATSDR (Agency for Toxic Substances and Disease Registry). 2019. Agency for toxic substances and disease registry. Atlanta: ATSDR.
Barbour, S. L., and N. Yang. 1993. “A review of the influence of clay–brine interactions on the geotechnical properties of Ca-montmorillonitic clayey soils from western Canada.” Can. Geotech. J. 30 (6): 920–934. https://doi.org/10.1139/t93-090.
Basma, A. A., and E. R. Tuncer. 1991. “Effect of lime on volume change and compressibility of expansive clays.” Transp. Res. Rec. 1295: 52–61.
Bhandari, A., R. Y. Surampalli, C. D. Adams, P. Champagne, S. K. Ong, R. D. Tyagi, and T. C. Zhang. 2009. Contaminants of emerging environmental concern. Reston, VA: ASCE.
Bhandari, A., R. Y. Surampalli, P. Champagne, S. K. Ong, R. D. Tyagi, and I. M. C. Lo. 2007. Remediation technologies for soils and groundwater. Reston, VA: ASCE.
Brady, N. C. 1995. The nature and properties of soils. 10th ed. New Delhi, India: Prentice Hall.
Chen, J., A. Anandarajah, and H. Inyang. 2000. “Pore fluid properties and compressibility of kaolinite.” J. Geotech. Geoenviron. Eng. 126 (9): 798–807. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:9(798).
Chittoori, B. S., A. J. Puppala, T. Wejrengsikul, and L. R. Hoyos. 2013. “Experimental studies on stabilized clays at various leaching cycles.” J. Geotech. Geoenviron. Eng. 139 (10): 1665–1675. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000920.
Chittoori, C. S., A. Pedarla, A. J. Puppala, L. R. Hoyos, S. Nazarian, and S. Saride. 2011. Leachate studies on lime and portland cement treated expansive clays, 4479–4488. Geotechnical Special Publication No. 211. Rowlett, TX: GeoFrontiers.
Dash, H. R., N. Mangwani, J. Chakraborty, S. Kumari, and S. Das. 2013. “Marine bacteria: Potential candidates for enhanced bioremediation.” Appl. Microbiol. Biotechnol. 97 (2): 561–571. https://doi.org/10.1007/s00253-012-4584-0.
Eades, J. L., and R. E. Grim. 1966. “A quick test to determine lime requirements for soil stabilization.” Highw. Res. Rec. 139: 61–72.
Gratchev, I., and I. Towhata. 2016. “Compressibility of soils containing kaolinite in acidic environments.” KSCE J. Civil Eng. 20 (2): 623–630. https://doi.org/10.1007/s12205-015-0141-6.
Kaya, A., and H.-Y. Fang. 2000. “Effects of organic fluids on physicochemical parameters of fine-grained soils.” Can. Geotech. J. 37 (5): 943–950. https://doi.org/10.1139/t00-023.
Kolstad, D. C., C. H. Benson, T. B. Edil, and H. Y. Jo. 2004. “Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions.” Geosynth. Int. 11 (3): 233–241. https://doi.org/10.1680/gein.11.3.209.44488.
Kumpiene, J., A. LagerKvist, and C. Maurice. 2008. “Stabilization of As, Cr, Cu, Pb and Zn in soil using amendments – A review.” Waste Manage. 28 (1): 215–225. https://doi.org/10.1016/j.wasman.2006.12.012.
Lai, K. C. K., R. Y. Surampalli, R. D. Tyagi, I. M. C. Lo, and S. Yan. 2007. “Performance monitoring of remediation technologies for soil and groundwater contamination: Review.” Pract. Period. Hazard. Toxic Radioact. Waste Manage. 11 (3): 132–157. https://doi.org/10.1061/(ASCE)1090-025X(2007)11:3(132).
Lee, J.-M., C. D. Shackelford, C. H. Benson, H.-Y. Jo, and T. B. Edil. 2005. “Correlating index properties and hydraulic conductivity of geosynthetic clay liners.” J. Geotech. Geoenviron. Eng. 131 (11): 1319–1329. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1319).
Leist, M., R. J. Casey, and D. Caridi. 2000. “The management of arsenic wastes: Problems and prospects.” J. Hazard. Mater. 76 (1): 125–138. https://doi.org/10.1016/S0304-3894(00)00188-6.
Lo, I. M. C., R. Surampalli, and K. C. K. Lai. 2007. Zero-valent iron reactive materials for hazardous waste and inorganic removal. Reston, VA: ASCE.
Massacci, P., L. Piga, and M. Ferrini. 2000. “Applications of physical and thermal treatment for the removal of mercury from contaminated materials.” Miner. Eng. 13 (8–9): 963–967. https://doi.org/10.1016/S0892-6875(00)00081-9.
Mitchell, J. K., and K. Soga. 2005. Fundamentals of soil behavior. 3rd ed. New York: John Wiley & Sons.
Mitchell, J. R., and M. Jaber. 1990. Factors controlling the long term properties of clay liners, 84–105. Geotechnical Special Publication No. 25. Reston, VA: ASCE.
Moghal, A. A. B., A. A. K. Al-Obaid, T. O. Al-Refeai, and M. A. Al-Shamrani. 2015a. “Compressibility and durability characteristics of lime treated expansive semiarid soils.” J. Test. Eval. 43 (2): 255–263.
Moghal, A. A. B., M. A. Dafalla, T. Y. Elkady, and M. A. Al-Shamrani. 2015b. “Lime leachability studies on treated expansive semi-arid soil.” Int. J. Geomate 9 (2): 1467–1471.
Moghal, A. A. B., S. A. S. Mohammed, A. Almajed, and M. A. Al-Shamrani. 2019. “Desorption of heavy metals from lime-stabilized arid-soils using different extractants.” Int. J. Civil Eng. 18 (4): 449–461. https://doi.org/10.1007/s40999-019-00453-y.
Moghal, A. A. B., A. A. K. Obaid, and T. O. Al-Refeai. 2014. “Effect of accelerated loading on the compressibility characteristics of lime-treated semiarid soils.” J. Mater. Civ. Eng. 26 (5): 1009–1016. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000882.
Moghal, A. A. B., K. R. Reddy, S. A. S. Mohammed, M. A. Al-Shamrani, and W. M. Zahid. 2016. “Lime-Amended semi-arid soils in retaining copper, lead, and zinc from aqueous solutions.” Water Air Soil Pollut. 227 (10): 372. https://doi.org/10.1007/s11270-016-3054-1.
Moghal, A. A. B., K. R. Reddy, S. A. S. Mohammed, M. A. Al-Shamrani, and W. M. Zahid. 2017. “Sorptive response of chromium (Cr+6) and mercury (Hg+2) from aqueous solutions using chemically modified soils.” J. Test. Eval. 45 (1): 105–119.
Nalbantoglu, Z., and E. R. Tuncer. 2001. “Compressibility and hydraulic conductivity of a chemically treated expansive clay.” Can. Geotech. J. 38: 154–160.
Olson, R. E., and D. E. Daniel. 1981. “Measurement of the hydraulic conductivity of fine grained soils.” In Permeability and groundwater contaminant transport, edited by T. Zimmie, and C. Riggs, 18–64. West Conshohocken, PA: ASTM.
Randall, P., and S. Chattopadhyay. 2004. “Advances in encapsulation technologies for the management of mercury-contaminated hazardous wastes.” J. Hazard. Mater. 114 (1–3): 211–223. https://doi.org/10.1016/j.jhazmat.2004.08.010.
Sanchez, F., R. Barna, A. Garrabrants, D. S. Kosson, and P. Moszkowicz. 2000. “Environmental assessment of a cement-based solidified soil contaminated with lead.” Chem. Eng. Sci. 55 (1): 113–128. https://doi.org/10.1016/S0009-2509(99)00281-X.
Shah, D. L., and A. V. Shroff. 1998. “Effects of effluents of industrial waste on soil properties (A case study of nandesari area,vadodara).” In Proc., 4th Int. Conf. on Case Histories in Geotechnical Engineering.
Sivapullaiah, P., and H. Lakshmikantha. 2004. “Properties of fly ash as hydraulic barrier.” Soil Sediment Contam. 13 (5): 391–406. https://doi.org/10.1080/10588330490500437.
Solanki, P., and M. M. Zaman. 2010. “Laboratory performance evaluation of subgrade soils stabilized with sulfate-bearing cementitious additives.” ASTM J. Test. Eval. 38 (1): 1–12.
Tokunaga, S., and T. Hakuta. 2002. “Acid washing and stabilization of an artificial arsenic-contaminated soil.” Chemosphere 46 (1): 31–38. https://doi.org/10.1016/S0045-6535(01)00094-7.
U.S. EPA. 1996. Method 3050B: Acid digestion of sediments, sludges, and soils, revision 2. Washington, DC: USEPA.
Raymond, A. W., and E. O. Felix. 2011. “Heavy metals in contaminated soils: A review of sources, chemistry, risks and best available strategies for remediation.” Int. Sch. Res. Not. 2011: 402647.
Yilmaz, G., T. Yetimoglu, and S. Arasan. 2008. “Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions.” Waste Manage. Res. 26 (5): 464–473. https://doi.org/10.1177/0734242X08091586.
Yong, R. N., and Y. Phadungchewit. 1993. “pH influence on selectivity and retention of heavy metals in some clay soils.” Can. Geotech. J. 30 (5): 821–833. https://doi.org/10.1139/t93-073.
Zahid, W. M., A. A. B. Moghal, A. A. K. Obaid, M. A. Al-Shamrani, and S. A. S. Mohammed. 2017. “Physico-chemical and geo-environmental behavior of semi-arid soils.” Int. J. Geomate 12 (29): 115–123.

Information & Authors

Information

Published In

Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 24Issue 4October 2020

History

Received: Dec 5, 2019
Accepted: Feb 25, 2020
Published online: May 28, 2020
Published in print: Oct 1, 2020
Discussion open until: Oct 28, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Dept. of Civil Engineering, National Institute of Technology Warangal, Warangal, Telangana 506004, India (corresponding author). ORCID: https://orcid.org/0000-0001-8623-7102. Email: [email protected]; [email protected]
Mohammed Ashfaq [email protected]
Research Scholar, Dept. of Civil Engineering, National Institute of Technology Warangal, Warangal, Telangana 506004, India. Email: [email protected]
Mosleh Ali Al-Shamrani [email protected]
Professor, Director of Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, King Saud University, Riyadh 11421, Saudi Arabia. Email: [email protected]
M.Sc, Researcher, Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, King Saud University, Riyadh 11421, Saudi Arabia. ORCID: https://orcid.org/0000-0001-8623-7102. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share