Technical Papers
Jan 12, 2022

The Influence of Mechanical Granulation Process and Granular Bentonite Plasticity on Self-Sealing and Volume Change Behavior

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 26, Issue 2

Abstract

Geosynthetic clay liners (GCLs) are widely used as hydraulic barriers in landfills and mine tailings facilities due to their low hydraulic conductivity. The average grain size of the granular bentonites (GBs) used in GCLs varies depending on the manufacturer and also between batches from the same manufacturer. The influence of GB grain size and plasticity on the sealing ability and volume-change characteristics under extreme chemical loads is important for long-term stability. Furthermore, GCLs are subjected to mechanical loading from landfill waste. The influence of different grain-size distributions in GB samples was assessed in terms of their self-sealing ability, hydraulic infiltration, and volume-change behavior under extreme chemical loadings and a 50-kPa mechanical load. The performance of fine-grained GBs was found to be satisfactory, in terms of hydraulic infiltration and volume change, under the test conditions. The plasticity of the GB also influenced its sealing and swelling ability under chemomechanical loading. The mechanism underpinning the influence of plasticity and grain size on the self-sealing behavior and hydraulic conductivity equilibrium is explained. We recommend fine-grained GBs for use in GCLs for containment applications.

Get full access to this article

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

Acknowledgments

The authors are grateful for the support received from the XRD facility, Central Instruments Facility, Indian Institute of Technology Guwahati. The authors would also like to thank the anonymous reviewers and the Associate Editor of this journal for their constructive suggestions, which improved the quality of this manuscript to a great extent.

References

Acikel, A. S., W. P. Gates, R. M. Singh, A. Bouazza, D. G. Fredlund, and R. K. Rowe. 2018a. “Time-dependent unsaturated behaviour of geosynthetic clay liners.” Can. Geotech. J. 55: 1824–1836. https://doi.org/10.1139/cgj-2017-0646.
Acikel, A. S., W. P. Gates, R. M. Singh, A. Bouazza, and R. K. Rowe. 2018b. “Insufficient initial hydration of GCLs from some subgrades: Factors and causes.” Geotext. Geomembr. 46: 770–781. https://doi.org/10.1016/j.geotexmem.2018.06.007.
Anderson, R., M. T. Rayhani, and R. K. Rowe. 2012. “Laboratory investigation of GCL hydration from clayey sand subsoil.” Geotext. Geomembr. 31: 31–38. https://doi.org/10.1016/j.geotexmem.2011.10.005.
ASTM. 2017. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318-17e1. West Conshohocken, PA: ASTM.
Barclay, A., and M. T. Rayhani. 2013. “Effect of temperature on hydration of geosynthetic clay liners in landfills.” Waste Manage. Res. 31 (3): 265–272. https://doi.org/10.1177/0734242X12471153.
Beddoe, R. A., W. A. Take, and R. K. Rowe. 2010. “Development of suction measurement techniques to quantify the water retention behaviour of GCLs.” Geosynth. Int. 17 (5): 301–312. https://doi.org/10.1680/gein.2010.17.5.301.
Benson, C. H. 2013. “Impact of subgrade water content on cation exchange and hydraulic conductivity of geosynthetic clay liners in composite barriers.” In Coupled phenomena in environmental geotechnics, edited by M. Manassero, A. Dominijanni, S. Foti, and G. Musso, 79–84. Boca Raton, FL: CRC Press.
Benson, C. H., H. Zhai, and X. Wang. 1994. “Estimating hydraulic conductivity of compacted clay liners.” J. Geotech. Eng. 120 (2): 366–387. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:2(366).
Bharat, T. V. 2013. “Analytical model for 1-D contamination diffusion through clay barriers.” J. Environ. Geotech. 1 (EG4): 210–221.
Bharat, T. V., and D. S. Das. 2017. “Physicochemical approach for analyzing equilibrium volume of clay sediments in salt solutions.” Appl. Clay Sci. 136: 164–175. https://doi.org/10.1016/j.clay.2016.11.021.
Bharat, T. V., P. Das, and V. Buragadda. 2019. “Specific ion effects on surrogate compatibility indices of bentonite for hydraulic barrier applications.” Int. J. Geotech. Eng. 13 (4): 360–368. https://doi.org/10.1080/19386362.2017.1358411.
Bharat, T. V., and Y. Gapak. 2018. “Hydration kinetics of bentonite buffer material: Influence of vapor pressure, bentonite plasticity, and compaction density.” Appl. Clay Sci. 157: 41–50. https://doi.org/10.1016/j.clay.2018.02.029.
Bharat, T. V., P. V. Sivapullaiah, and M. M. Allam. 2009. “Swarm intelligence-based solver for parameter estimation of laboratory through-diffusion transport of contaminants.” Comput. Geotech. 36 (6): 984–992. https://doi.org/10.1016/j.compgeo.2009.03.006.
Bharat, T. V., and A. Sridharan. 2015. “A critical appraisal of Debye length in clay-electrolyte systems.” Clays Clay Miner. 63 (1): 43–50. https://doi.org/10.1346/CCMN.2015.0630104.
Bharat, T. V., H. Yadav, J. P. Mahaur, and S. Kushwaha. 2020. “Effect of aging time on consistency limits of bentonites.” Geotech. Geol. Eng. 38 (4): 3737–3749. https://doi.org/10.1007/s10706-020-01251-3.
BIS (Bureau of Indian Standards). 1980. Methods of test for soils, Part 3: Determination of specific gravity. IS 2720-3. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1985. Methods of test for soils, Part 4: Grain size analysis. IS 2720-4. New Delhi, India: BIS.
Boopathy, R., S. Karthikeyan, A. B. Mandal, and G. Sekaran et al. 2013. “Characterisation and recovery of sodium chloride from salt-laden solid waste generated from leather industry.” Clean Technol. Environ. Policy 15: 117–124. https://doi.org/10.1007/s10098-012-0489-y.
Bouazza, A. 2002. “Geosynthetic clay liners.” Geotext. Geomembr. 20 (1): 3–17. https://doi.org/10.1016/S0266-1144(01)00025-5.
Bouazza, A., W. P. Gates, and H. Abuel-Naga. 2006. “Factors impacting liquid and gas flow through geosynthetic clay liners.” Geosynth.–Recent Dev. 16 (4): 119–146.
Chen, J. N., C. H. Benson, and T. B. Edil. 2018. “Hydraulic conductivity of geosynthetic clay liners with sodium bentonite to coal combustion product leachates.” J. Geotech. Geoenviron. Eng. 144 (3): 04018008. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001844.
Chen, Y.-G., C.-M. Zhu, W.-M. Ye, Y.-J. Cui, and B. Chen. 2016. “Effects of solution concentration and vertical stress on the swelling behavior of compacted GMZ01 bentonite.” Appl. Clay Sci. 124–125: 11–20. https://doi.org/10.1016/j.clay.2016.01.050.
Christensen, T. H., and P. Kjeldsen. 1989. “Basic biochemical processes in landfills.” In Sanitary landfilling: Process, technology, and environmental impact, edited by T. H. Christensen, R. Cossu, and R. Stegmann, 29–49. New York: Academic Press.
Christian, W., and A. Tarek. 2021. “Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers.” Geotext. Geomembr. 49 (4): 1004–1018. https://doi.org/10.1016/j.geotexmem.2021.01.009.
Darde, B., J.-N. Roux, J.-M. Pereira, P. Dangla, J. Talandier, M. N. Vu, and A. M. Tang. 2021. “Investigating the hydro-mechanical behaviour of bentonite pellets by swelling pressure tests and discrete element modelling.” Acta Geotech. 16: 507–524. https://doi.org/10.1007/s11440-020-01040-5.
Das, D. S., and T. V. Bharat. 2021a. “Specific surface area of plastic clays from equilibrium sediment volume under salt environment.” Geotech. Test. J. 44 (5): 1484–1500. https://doi.org/10.1520/GTJ20200190.
Das, P., and T. V. Bharat. 2017. “Effect of counter ions on the diffusion characteristics of a compacted bentonite.” Indian Geotech. J. 47 (4): 477–484. https://doi.org/10.1007/s40098-017-0241-y.
Das, P., and T. V. Bharat. 2021b. “Kaolin based protective barrier in municipal landfills against adverse chemo-mechanical loadings.” Sci. Rep. 11 (1): 10354. https://doi.org/10.1038/s41598-021-89787-z.
Gapak, Y., G. Das, U. Yerramshetty, and T. V. Bharat. 2017. “Laboratory determination of volumetric shrinkage behavior of bentonites: A critical appraisal.” Appl. Clay Sci. 135: 554–566. https://doi.org/10.1016/j.clay.2016.10.038.
Grim, R. E. 1968. Clay mineralogy. New York: McGraw-Hill.
Hornsey, W. P., J. Scheirs, W. P. Gates, and A. Bouazza. 2010. “The impact of mining solutions/liquors on geosynthetics.” Geotext. Geomembr. 28 (2): 191–198. https://doi.org/10.1016/j.geotexmem.2009.10.008.
Jo, H. Y., T. Katsumi, C. H. Benson, and T. B. Edil. 2001. “Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions.” J. Geotech. Geoenviron. Eng. 127 (7): 557–567. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(557).
Katsumi, T., H. Ishimori, M. Onikata, and R. Fukagawa. 2008. “Longterm barrier performance of modified bentonite materials against sodium and calcium permeant solutions.” Geotext. Geomembr. 26 (1): 14–30. https://doi.org/10.1016/j.geotexmem.2007.04.003.
Kutlić, A., G. Bedeković, and I. Sobota. 2012. “Bentonite Processing.” Rudarsko-Geološko-Naftni Zbornik 24, Str. 61-65, Zagreb.
Lake, C. B., and R. K. Rowe. 2000. “Swelling characteristics of needlepunched, thermally treated geosynthetic clay liners.” Geotext. Geomembr 18: 2–4.
Lambe, T. W., and R. V. Whitman. 1969. Soil mechanics, 281–294. New York: Wiley.Lee, J.-M., and C. D. Shackelford. 2005. “Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners.” J. Geotech. Geoenviron. Eng. 131 (1): 64–77. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:1(64).
Li, T.-K., and R. K. Rowe. 2020. “GCL self-healing: Fully penetrating hole/slit hydrated with RO water and 10 mM Ca solution.” Geosynth. Int. 27 (1): 34–47. https://doi.org/10.1680/jgein.19.00054.
Ozgunay, H., S. Colak, M. M. Mutlu, and F. Akyuz. 2007. “Characterization of leather industry waste.” Pol. J. Environ. Stud. 16 (6): 867–873.
Parastar, F., S. M. Hejazi, M. Sheikhzadeh, and A. Alirezazadeh. 2017. “A parametric study on hydraulic conductivity and self-healing properties of geotextile clay liners used in landfills.” J. Environ. Manage. 202 (1): 29–37. https://doi.org/10.1016/j.jenvman.2017.07.013.
Peirce, J. J., G. Sallfors, and L. Murray. 1986. “Overburden pressures exerted on clay liners.” J. Environ. Eng. 112 (2): 280–291. https://doi.org/10.1061/(ASCE)0733-9372(1986)112:2(280).
Rouf, M. A., A. Bouazza, R. M. Singh, W. P. Gates, and R. K. Rowe. 2016. “Water vapour adsorption and desorption in GCLs.” Geosynth. Int. 23 (2): 86–99. https://doi.org/10.1680/jgein.15.00034.
Rowe, R. K., and A. Y. AbdelRazek. 2021. “Performance of multicomponent GCLs in high salinity impoundment applications.” Geotext. Geomembr. 49 (2): 358–368. https://doi.org/10.1016/j.geotexmem.2020.10.007.
Rowe, R. K., and T.-K. Li. 2020. “Self-healing of circular and slit defects in GCLs upon hydration from silty sand under applied stress.” Geotext. Geomembr. 48 (5): 667–683. https://doi.org/10.1016/j.geotexmem.2020.05.001.
Rowe, R. K., M. T. Rayhani, W. A. Take, G. Siemens, and R. W. I. Brachman. 2011. “GCL hydration under simulated daily thermal cycles.” Geosynth. Int. 18 (4): 196–205. https://doi.org/10.1680/gein.2011.18.4.196.
Santamarina, J. C., K. A. Klein, Y. H. Wang, and E. Prencke. 2002. “Specific surface: Determination and relevance.” Can. Geotech. J. 39 (1): 233–241. https://doi.org/10.1139/t01-077.
Seiphoori, A., L. Laloui, A. Ferrari, M. Hassan, and W. H. Khushefati. 2016. “Water retention and swelling behaviour of granular bentonites for application in geosynthetic clay liner (GCL) systems.” Soils Found. 56 (3): 449–459. https://doi.org/10.1016/j.sandf.2016.04.011.
Setz, M. C., K. Tian, C. H. Benson, and S. L. Bradshaw. 2017. “Effect of ammonium on the hydraulic conductivity of geosynthetic clay liners.” Geotext. Geomembr. 45 (6): 655–673.
Taylor, D. W. 1948. Fundamentals of soil mechanics, 97–123. New York: Wiley.
Vangpaisal, T., and A. Bouazza. 2004. “Gas permeability of partially hydrated geosynthetic clay liners.” J. Geotech. Geoenviron. Eng. 130 (1): 93–102. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(93).
Yu, B., A. El-Zein, and R. K. Rowe. 2020. “Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients.” Geotext. Geomembr. 48 (6): 928–939. https://doi.org/10.1016/j.geotexmem.2020.08.001.

Information & Authors

Information

Published In

Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 26Issue 2April 2022

History

Received: Aug 24, 2021
Accepted: Nov 13, 2021
Published online: Jan 12, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 12, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Himanshu Yadav [email protected]
Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati 781039, Assam, India. Email: [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati 781039, Assam, India (corresponding author). ORCID: https://orcid.org/0000-0003-4283-7274. Email: [email protected], [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.

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