Skip to main content
Log in

Durability and Strength of Geopolymer with Recycled Glass Powder Base for Clay Stabilization

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

Glass powder is one of the solid wastes that is being created at an increasing rate across the globe. Soft clayey soil, on the other hand, generally has to be improved before it can be used in building projects. The durability and strength of clayey soil changed by geopolymer produced with recycled glass powder (RGP) were investigated. The investigation included thawing-freezing (T-F), wet-drying (W-D), and unconfined compressive strength (UCS) tests. The curing duration, weight % of employed RGP, and activator (M) concentration were all investigated in this study. Experiments were also carried out on specimens that had been treated with 10% Portland cement for comparison. When comparing geopolymer-modified to Portland cement-modified specimens, UCS measurements revealed a fourfold improvement in compressive strength. The number of durability cycles for the specimen treated with geopolymer (10 cycles) was greater in the T-F experiment than for the specimen changed with 10% Portland cement (9 cycles), indicating that geopolymer with RGP base outperforms Portland cement in locations with frequent thawing-freezing. The cement specimens with 12 cycles durability were more durable in contrast to geopolymer specimens with 6 cycles durability in the W-D test. Geopolymer specimens were more durable against T-F than cement specimens in general.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Abdullah HH, Shahin MA, Sarker P (2019) Use of fly-ash geopolymer incorporating ground granulated slag for stabilisation of kaolin clay cured at ambient temperature. Geotechnical and Geological Engineering 37(2):721–740, DOI: https://doi.org/10.1007/s10706-018-0644-2

    Article  Google Scholar 

  • Arrieta Baldovino J de J, dos Santos Izzo RL, da Silva ÉR, Lundgren Rose J (2020) Sustainable use of recycled-glass powder in soil stabilization. Journal of Materials in Civil Engineering 32(5): 04020080, DOI: https://doi.org/10.1061/(asce)mt.1943-5533.0003081

    Article  Google Scholar 

  • ASTM D422 (2007) Standard test method for particle-size analysis of soils. ASTM International, No. Reapproved 2007 1–8

  • ASTM D559 (2003) Standard test methods for wetting and drying compacted soil-cement mixtures. ASTM International D559:1–8

    Google Scholar 

  • ASTM D560 (2015) Standard test methods for freezing and thawing compacted soil-cement mixtures. ASTM International D560/D560M:1–6

    Google Scholar 

  • ASTM D698-07 (2007) Standard test methods for laboratory compaction characteristics of soil using standard effort. American Society for Testing and Materials 3:1–13

    Google Scholar 

  • ASTM D1633 (2014) Standard test method for unconfined compressive strength of cohesive soil. ASTM International 1–7

  • ASTM D4318 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International 4:1–14

    Google Scholar 

  • ASTM:D 2487-11 (2013) Standard practice for classification of soils for engineering purposes. ASTM International 1–8

  • Baldovino JJA, Izzo RLS, Rose JL, Domingos MDI (2021) Strength, durability, and microstructure of geopolymers based on recycled-glass powder waste and dolomitic lime for soil stabilization. Construction and Building Materials 271, DOI: https://doi.org/10.1016/j.conbuildmat.2020.121874

  • Consoli NC, Prietto PDM, Lopes L da S, Winter D (2014) Control factors for the long term compressive strength of lime treated sandy clay soil. Transportation Geotechnics 1(3):129–136, DOI: https://doi.org/10.1016/j.trgeo.2014.07.005

    Article  Google Scholar 

  • Davidovits J (1979) Synthesis of new high temperature geo-polymers for reinforced plastics/composites. SPE PACTEC 79 Society of Plastic Engineers, Brookfield Center. Spe Pactec 79:151–154

    Google Scholar 

  • Davidovits J (1991) Geopolymers — Inorganic polymeric new materials. Journal of Thermal Analysis 37(8):1633–1656, DOI: https://doi.org/10.1007/BF01912193

    Article  Google Scholar 

  • Davidovits J (1994a) GEOPOLYMERS: Man-Made rock geosynthesis and the resulting development of very early high strength cement. Materials Eduucation 16(2–3):1–25

    Google Scholar 

  • Davidovits J (1994b) Properties of geopolymer cements. First International Conference on Alkaline Cements and Concretes 131–149

  • Glukhovsky V (1959) Soil silicates. Gostroiizdat Publish, Kiev 22(7): 1305–1314

    Google Scholar 

  • Glukhovsky VD (1994) Ancient, modern and future concretes. First International Conference on Alkaline Cements and Concretes 1–8

  • Glukhowsky VD (1967) Soil silicate articles and structures. Budivelnyk Publisher 156

  • He J (2012) Synthesis and characterization of geopolymers for infrastructural applications, PhD Thesis, Louisiana State University and Agricultural and Mechanical College, USA

    Google Scholar 

  • Horpibulsuk S, Rachan R Chinkulkijniwat A, Raksachon Y, Suddeepong A (2010) Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Construction and Building Materials 24(10):2011–2021, DOI: https://doi.org/10.1016/j.conbuildmat.2010.03.011

    Article  Google Scholar 

  • Hoy M, Horpibulsuk S, Rachan R, Chinkulkijniwat A, Arulrajah A (2016) Recycled asphalt pavement — fly ash geopolymers as a sustainable pavement base material: Strength and toxic leaching investigations. Science of the Total Environment 573:19–26, DOI: https://doi.org/10.1016/j.scitotenv.2016.08.078

    Article  Google Scholar 

  • Hoy M, Rachan R, Horpibulsuk S, Arulrajah A, Mirzababaei M (2017) Effect of wetting-drying cycles on compressive strength and microstructure of recycled asphalt pavement — Fly ash geopolymer. Construction and Building Materials 144:624–634, DOI: https://doi.org/10.1016/j.conbuildmat.2017.03.243

    Article  Google Scholar 

  • Jani Y, Hogland W (2014) Waste glass in the production of cement and concrete — A review. Journal of Environmental Chemical Engineering 2(3):1767–1775, DOI: https://doi.org/10.1016/j.jece.2014.03.016

    Article  Google Scholar 

  • Khale D, Chaudhary R (2007) Mechanism of geopolymerization and factors influencing its development: A review. Journal of Materials Science 42(3):729–746, DOI: https://doi.org/10.1007/s10853-006-0401-4

    Article  Google Scholar 

  • Khmiri A, Samet B, Chaabouni M (2012) A cross mixture design to optimise the formulation of a ground waste glass blended cement. Construction and Building Materials 28(1):680–686, DOI: https://doi.org/10.1016/j.conbuildmat.2011.10.032

    Article  Google Scholar 

  • Krivenko PV, Kovalchuk GY (2007) Directed synthesis of alkaline aluminosilicate minerals in a geocement matrix. Journal of Materials Science 42(9):2944–2952, DOI: https://doi.org/10.1007/s10853-006-0528-3

    Article  Google Scholar 

  • Lingyu T, Dongpo H, Jianing Z, Hongguang W (2021) Durability of geopolymers and geopolymer concretes: A review. Reviews on Advanced Materials Science 60(1):1–14, DOI: https://doi.org/10.1515/rams-2021-0002

    Article  Google Scholar 

  • Lorenzo GA, Bergado DT (2006) Fundamental characteristics of cement-admixed clay in deep mixing. Journal of Materials in Civil Engineering 18(2):161–174, DOI: https://doi.org/10.1061/(asce)0899-1561(2006)18:2(161)

    Article  Google Scholar 

  • Lv Q, Yu J, Ji F, Gu L, Chen Y, Shan X (2021) Mechanical property and microstructure of fly ash-based geopolymer activated by sodium silicate. KSCE Journal of Civil Engineering 25(5):1765–1777, DOI: https://doi.org/10.1007/s12205-021-0025-x

    Article  Google Scholar 

  • Palomo A, Grutzeck MW, Blanco MT (1999) Alkali-activated fly ashes: A cement for the future. Cement and Concrete Research 29(8): 1323–1329, DOI: https://doi.org/10.1016/S0008-8846(98)00243-9

    Article  Google Scholar 

  • Phummiphan I, Horpibulsuk S, Rachan R, Arulrajah A, Shen SL, Chindaprasirt P (2018) High calcium fly ash geopolymer stabilized lateritic soil and granulated blast furnace slag blends as a pavement base material. Journal of Hazardous Materials 341:257–267, DOI: https://doi.org/10.1016/j.jhazmat.2017.07.067

    Article  Google Scholar 

  • Porbaha A (2000) State of the art in deep mixing technology. Part IV: Design considerations. Ground Improvement 4(3):111–125, DOI: https://doi.org/10.1680/grim.2000.4.3.111

    Article  Google Scholar 

  • Pourabbas Bilondi M, Toufigh MM, Toufigh V (2018) Experimental investigation of using a recycled glass powder-based geopolymer to improve the mechanical behavior of clay soils. Construction and Building Materials 170:302–313, DOI: https://doi.org/10.1016/j.conbuildmat.2018.03.049

    Article  Google Scholar 

  • Provis, JL, Van Deventer JSJ (2009) Geopolymers: Structures, processing, properties and industrial applications, Elsevier

  • Precautions S (2016) Glass solubility demonstration (10206):1–2

  • Rashad AM, Sadek DM (2020) Behavior of alkali-activated slag pastes blended with waste rubber powder under the effect of freeze/thaw cycles and severe sulfate attack. Construction and Building Materials 265, DOI: https://doi.org/10.1016/j.conbuildmat.2020.120716

  • Shao Y, Lefort T, Moras S, Rodriguez D (2000) Studies on concrete containing ground waste glass. Cement and Concrete Research 30(1):91–100, DOI: https://doi.org/10.1016/S0008-8846(99)00213-6

    Article  Google Scholar 

  • Wastiels J, Wu X, Faignet S, Patfoort G (1994) Mineral polymer based on fly ash. The Journal of Resource Management and Technology 22(3):135–141

    Google Scholar 

  • Xiao Y, Lasaga AC (1996) Ab initio quantum mechanical studies of the kinetics and mechanisms of quartz dissolution: OH- catalysis. Geochimica et Cosmochimica Acta 60(13):2283–2295, DOI: https://doi.org/10.1016/0016-7037(96)00101-9

    Article  Google Scholar 

  • Xie T, Ozbakkaloglu T (2015) Behavior of low-calcium fly and bottom ash-based geopolymer concrete cured at ambient temperature. Ceramics International 41(4):5945–5958, DOI: https://doi.org/10.1016/j.ceramint.2015.01.031

    Article  Google Scholar 

  • Yi Y, Li C, Liu S (2015a) Alkali-activated ground-granulated blast furnace slag for stabilization of marine soft clay. Journal of Materials in Civil Engineering 27(4):04014146, DOI: https://doi.org/10.1061/(asce)mt.1943-5533.0001100

    Article  Google Scholar 

  • Yi Y, Zheng X, Liu S, Al-Tabbaa A (2015b) Comparison of reactive magnesia- and carbide slag-activated ground granulated blastfurnace slag and Portland cement for stabilisation of a natural soil. Applied Clay Science 111:21–26, DOI: https://doi.org/10.1016/j.clay.2015.03.023

    Article  Google Scholar 

  • Yuan Y, Zhao R, Li R, Wang Y, Cheng Z, Li F, John Ma Z (2020) Frost resistance of fiber-reinforced blended slag and Class F fly ash-based geopolymer concrete under the coupling effect of freeze-thaw cycling and axial compressive loading. Construction and Building Materials 250, DOI: https://doi.org/10.1016/j.conbuildmat.2020.118831

  • Zhang M, Guo H, El-Korchi T, Zhang G, Tao M (2013) Experimental feasibility study of geopolymer as the next-generation soil stabilizer. Construction and Building Materials 47:1468–1478, DOI: https://doi.org/10.1016/j.conbuildmat.2013.06.017

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mohammad Ali Mohammadzadeh.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Mohammadzadeh, M.A., Toufigh, M.M. & Toufigh, V. Durability and Strength of Geopolymer with Recycled Glass Powder Base for Clay Stabilization. KSCE J Civ Eng 27, 156–168 (2023). https://doi.org/10.1007/s12205-022-0681-5

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12205-022-0681-5

Keywords

Navigation