Chapter
Mar 17, 2022

Influence of Adding the Lightweight Tectosilicate-Structured Zeolite on the Plasticity of Flaky-Structured Clay

Publication: Geo-Congress 2022

ABSTRACT

Natural zeolite is a lightweight crystalline mineral that is formed as a tectosilicate aluminosilicate structure. Such structure includes interconnected channels which induce specified properties that may be considered as contradicted when compared to flaky-structured clay. In this study, the influence of incorporating a small quantity of zeolite on the density and plasticity of clay is investigated. Six zeolite percentages (0%, 1%, 3%, 5%, 10%, and 15%) were added by weight to an expansive clayey sample. Then, optimum water content (OMC), maximum dry density (MDD), Atterberg limits, and swelling potential were determined for all blends. Results showed that addition of 15% zeolite to clay decreased the OMC by about 29% and increased the MDD by 7.5%. Addition of 15% zeolite to clay resulted in a decrease in plasticity index and swelling potential by about 14% and 22%, respectively. Scanning electron microscope (SEM) images were also provided to visualize the microstructures.

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REFERENCES

Amalu, P. A., and Bhaskar, A. B. (2021). “Effect of clay-embedded zeolite as landfill liner.” Proc., Problematic Soils and Geoenvironmental Concerns, Springer, Singapore, 837–847.
ASTM. (2007). Standard Test Method for Particle-Size Analysis of Soils, Standard ASTM D422. ASTM International, West Conshohocken, PA.
ASTM. (2014). Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, Standard ASTM D854. ASTM International, West Conshohocken, PA.
ASTM. (2014). Standard Test Methods for One-Dimensional Swell or Collapse of Soils, Standard ASTM D4546. ASTM International, West Conshohocken, PA.
ASTM. (2017). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), Standard ASTM D2487. ASTM International, West Conshohocken, PA.
ASTM. (2017). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, Standard ASTM D4318. ASTM International, West Conshohocken, PA.
Bish, D. L. (2013). “Parallels and distinctions between clay minerals and zeolites.” Develop. Clay Sci., 5, 783–800.
De Brito Galvão, T. C., Kaya, A., Ören, A. H, and Yükselen, Y. (2008). “Geomechanics of landfills—innovative technology for liners.” Soil Sediment Contam. An Int. J., 17(4), 411–424.
De Gennaro, R., Cappelletti, P., Cerri, G., De’Gennaro, M., Dondi, M., and Langella, A. (2005). “Neapolitan Yellow Tuff as raw material for lightweight aggregates in lightweight structural concrete production.” Appl. Clay Sci., 28(1-4), 309–319.
Dyer, A. (2001). “Zeolites.” In Encyclopedia of Materials: Science and Technology, Elsevier, 9859–9863.
Flanagan, D. (2020). Zeolites (Natural). US Geological Survey. National Minerals Information Center. USA.
Hedström, A. (2001). “Ion exchange of ammonium in zeolites: a literature review.” J. Environ. Eng., 127(8), 673–681.
Hong, C. S., and Shackelford, C. D. (2016) “Characterizing zeolite-amended soil-bentonite backfill for enhanced metals containment with vertical cutoff walls.” Proc., Geo-Chicago 2016, ASCE, Reston, VA, 82–98.
Kaya, A., and Durukan, S. (2004). “Utilization of bentonite-embedded zeolite as clay liner.” Appl. Clay Sci., 25(1-2), 83–91.
Kayabali, K. (1997). “Engineering aspects of a novel landfill liner material: bentonite-amended natural zeolite.” Eng. Geol., 46(2), 105–114.
Ören, A. H., Kaya, A., and Kayalar, A. Ş. (2011). “Hydraulic conductivity of zeolite–bentonite mixtures in comparison with sand–bentonite mixtures.” Can. Geotech. J., 48(9), 1343–1353.
Rajabi, A. M., and Ardakani, S. B. (2020). “Effects of natural-zeolite additive on mechanical and physicochemical properties of clayey soils.” J. Mater. Civ. Eng., 32(10), 1–12.
Santhosh, K., Sanoop, G., Cyrus, S., and Abraham, B. M. (2021) “The suitability of marine clay–zeolite mix as landfill liners.” Proc., Advances in Civil Engineering, Springer, Singapore, 129–147.
Shaqour, F., White, S., and Webb, J. (2011). “Geotechnical characterization of geomaterial blends with zeolitic tuffs for use as landfill liners.” Bull. Eng. Geol. Environ., 70, 691–697.
Sharo, A. A., Shaqour, F. M., and Ayyad, J. M. (2021). “Maximizing strength of CKD — stabilized expansive clayey soil using natural zeolite.” KSCE J. Civ. Eng., 25(4), 1204–1213.
Sivrikaya, O., Togrol, E., and Kayadelen, C. (2008). “Estimating compaction behavior of fine-grained soils based on compaction energy.” Can. Geotech. J., 45(6), 877–887.
Tay, Y., Stewart, D., and Cousens, T. (2001). “Shrinkage and desiccation cracking in bentonite–sand landfill liners.” Eng. Geol., 60(1–4), 263–274.
Tran, Y. T., Lee, J., Kumar, P., Kim, K.-H., and Lee, S. S. (2019). “Natural zeolite and its application in concrete composite production.” Compos. Part B Eng., 165, 354–364.
Tuncan, A., Tuncan, M., Koyuncu, H., and Guney, Y. (2003). “Use of natural zeolites as a landfill liner.” Waste Manag. Res. J. a Sustain Circ. Econ., 21(1), 54–61.
Wang, S., and Peng, Y. (2010). “Natural zeolites as effective adsorbents in water and wastewater treatment.” Chem. Eng. J., 156(1), 11–24.
Wilson, S. (1970). “Suggested method of test for moisture-density relations of soils using harvard compaction apparatus.” in Special Procedures for Testing Soil and Rock for Engineering Purposes, ASCE, West Conshohocken, PA, 101–103.
Yukselen-Aksoy, Y. (2010). “Characterization of two natural zeolites for geotechnical and geoenvironmental applications.” Appl. Clay Sci. 50(1), 130–136.

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Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 578 - 586

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Published online: Mar 17, 2022

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Abdulla A. Sharo [email protected]
1Dept. of Civil Engineering, Jordan Univ. of Science and Technology, Irbid, Jordan; Civil Engineering Program, Al Ain Univ., Abu Dhabi, UAE. Email: [email protected]; [email protected]
Fathi M. Shaqour [email protected]
2Dept. of Applied Geology and Environment, Univ. of Jordan, Amman, Jordan. Email: [email protected]
Jomana M. Ayyad [email protected]
3Dept. of Civil Engineering, Jordan Univ. of Science and Technology, Irbid, Jordan. Email: [email protected]

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