Evaluation of freeze-thaw behavior of ground granulated blast furnace slag stabilized bentonite subgrade soils

Öz

This study investigated the freeze-thaw resistance of road subgrade soils stabilized with ground granulated blast-furnace slag (GGBFS). Within the experimental program, unconfined compressive strength (UCS) tests were conducted on pure bentonite and GGBFS-blended samples following standard Proctor tests and a seven-day curing period. The results indicated that GGBFS addition increased strength, with the optimum performance achieved at a 15% additive ratio. To evaluate freeze-thaw durability, pure and 15% GGBFS-stabilized samples were subjected to 3, 6, and 12 cycles (-23 °C freezing and +23 °C thawing). It was found that 15% GGBFS increased the strength by 2.66 times compared to unstabilized soil. Strength and weight losses increased with the number of cycles, reaching 66.51% and 2.03%, respectively, after 12 cycles. The findings demonstrate that GGBFS, an industrial by-product, is an effective and sustainable stabilizer for bentonite subgrades in regions exposed to seasonal freeze-thaw cycles.

Anahtar Kelimeler

• Bentonite
• Freeze-Thaw
• GGBFS
• Soil Stabilization
• Transportation Geotechnics.

Yüksek fırın cürufu ile stabilize edilmiş bentonit yol taban zeminlerinin donma-çözülme davranışının değerlendirilmesi

Öz

Bu çalışma, öğütülmüş yüksek fırın cürufu (ÖYFC) ile stabilize edilmiş yol taban zeminlerinin donma-çözülme direncini araştırmıştır. Deneysel program kapsamında saf bentonit ve farklı oranlarda ÖYFC içeren numuneler üzerinde, standart Proktor testi ve 7 günlük kür süresini takiben serbest basınç mukavemeti (SBM) testleri yapılmıştır. En yüksek mukavemet artışı %15 katkı oranında elde edilmiştir. Donma-çözülme performansını belirlemek amacıyla, saf ve %15 ÖYFC içerikli numunelere 3, 6 ve 12 döngü uygulanmıştır (-23 °C donma, +23 °C çözülme). Sonuçlar, %15 ÖYFC katkısının mukavemeti 2,66 kat artırdığını göstermiştir. Döngü sayısı arttıkça mukavemet ve ağırlık kayıpları da artmış; 12 döngü sonunda mukavemet kaybı %66,51, ağırlık kaybı ise %2,03 olarak kaydedilmiştir. Bulgular, bir endüstriyel yan ürün olan ÖYFC'nin, özellikle donma-çözülme döngülerine maruz kalan bölgelerdeki yol altyapılarında bentonitli zeminlerin stabilizasyonu için etkin ve sürdürülebilir bir malzeme olduğunu kanıtlamıştır.

Anahtar Kelimeler

• Bentonit
• Donma-çözülme
• ÖYFC
• Zemin stabilizasyonu
• Ulaştırma geotekniği.

Kaynakça

1. Tunç A. Principles of geotechnical engineering in transportation structures [Ulaşım yapılarında geoteknik mühendisliğinin esasları]. Nobel Academic Publishing; 2025.
2. Uzuner BA. Basic soil mechanics [Temel zemin mekaniği]. Derya Kitabevi; 2020.
3. General Directorate of Highways (KGM). Guide for the design of flexible highway pavements [Karayolları esnek üstyapıları projelendirme rehberi]. T.R. Ministry of Transport, Department of Technical Research; 2008.
4. Geçkil T, Sarıcı T, Karabaş B. Investigation of freeze-thaw resistance of road subgrade soils stabilized with metakaolin. J Osmaniye Korkut Ata Univ Inst Nat Appl Sci. 2025;8(3):1278-1300. DOI: 10.47495/okubayd.1412055.
5. Geçkil T, Sarıcı T, Karabaş B. Investigation of the effect of stabilizing subgrade soils with recycled glass powder on freeze–thaw resistance. Gümüşhane Univ J Sci Technol. 2026;16(1):179-196. DOI: 10.17714/gumusfenbil.1523044.
6. Keskin SN, Sungur A, Akan R, Uzundurukan S. Effect of additives and freeze-thaw cycles on unconfined compressive strength in fine-grained soils. J Eng Sci. 2017;5(3):473-478.
7. Saygılı A, Dayan M. Freeze–thaw behavior of lime-stabilized clay reinforced with silica fume and synthetic fibers. Cold Reg Sci Technol. 2019;167:102844. DOI: 10.1016/j.coldregions.2019.102844.
8. Liang G, Zhu H, Li H, Liu T, Guo H. Comparative study on the effects of rice husk ash and silica fume on the freezing resistance of metakaolin-based geopolymer. Constr Build Mater. 2021;293:123544. DOI: 10.1016/j.conbuildmat.2021.123544.

9. Mohammadzadeh MA, Toufigh MM, Toufigh V. Durability and strength of geopolymer with recycled glass powder base for clay stabilization. KSCE J Civ Eng. 2023;27(1):156-168. DOI: 10.1007/s12205-022-0451-x.
10. Aqra D, Angin Z, Çelik S, Ikizler SB. Effects of using pumice, lime and marble in stabilization of expansive soils. Rev Constr. 2025;24(1):140-151. DOI: 10.7764/RDLC.24.1.140.
11. Soğancı AS, Yenginar Y, Orman A. Geotechnical properties of clayey soils stabilized with marble dust and granulated blast furnace slag. KSCE J Civ Eng. 2023;27(11):4622-4634. DOI: 10.1007/s12205-023-1982-2.
12. Tomaz LMdeSJ, Machado PAdS, Fraga ACPdasD, Souza GLR, Diniz HAG. Analysis of compaction of stabilized soils using blast furnace slag. J Eng Exact Sci. 2025;11(1):18541. DOI: 10.18540/jcecvl11iss1pp18541.
13. Hu J, et al. Machine learning-based optimization of geopolymer-stabilized soil formulation using blast furnace slag and fly ash. Mater Today Commun. 2025;38:113500. DOI: 10.1016/j.mtcomm.2025.113500.
14. Uzer AU, et al. Sustainable stabilization of clay soils using fly ash and blast furnace slag-based geopolymers: Comprehensive experimental evaluation and artificial neural network modelling. Struct Eng Mech. 2025;96(1):13-33. DOI: 10.12989/sem.2025.96.1.013.
15. Wu Y, Qiao X, Yu X. Study on properties of expansive soil improved by steel slag powder and cement under freeze-thaw cycles. KSCE J Civ Eng. 2021;25(2):417-428. DOI: 10.1007/s12205-021-0812-3.
16. Zhu X, Niu F, Ren L. Novel selection of environment-friendly curing agents for thawing permafrost: Alkali-activated ground granulated blast-furnace slag. Cold Reg Sci Technol. 2023;211:103863. DOI: 10.1016/j.coldregions.2023.103863.
17. Liu L, Yuan M, Zheng X, Wu J. One-part alkali-activated slag/fly ash for soft soil stabilization: Freeze-thaw durability assessment and mechanism elucidation. Buildings. 2025;15(2):2386. DOI: 10.3390/buildings15022386.
18. ASTM International. ASTM D560/D560M-16: Standard test methods for freezing and thawing compacted soil-cement mixtures; 2016.
19. ASTM International. ASTM D6913: Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. West Conshohocken, PA; 2017.
20. ASTM International. ASTM D854: Standard test method for specific gravity of soils. West Conshohocken, PA; 2006.
21. ASTM International. ASTM D698: Standard test methods for laboratory compaction characteristics of soil using standard effort. West Conshohocken, PA; 2014.
22. ASTM International. ASTM D4318: Standard test methods for liquid limit, plastic limit, and plasticity index of soils. West Conshohocken, PA; 2017.
23. AASHTO. Interim guide for design of pavement structures. American Association of State Highway and Transportation Officials; 1993.
24. Yılmaz İ, Yıldıran M, Keskin İ. Soil mechanics laboratory tests and solved problems [Zemin mekaniği laboratuvar deneyleri ve çözümlü problemler]. Seçkin Kitabevi; 2017.
25. ASTM International. ASTM D2166-06: Standard test method for unconfined compressive strength of cohesive soil; 2006.
26. General Directorate of Highways (KGM). Highway technical specifications [Karayolu teknik şartnamesi]. KGM Publications; 2013.
27. Tanyıldızı MM. Effects of blast furnace slag stabilization on flexible pavement thickness and cost. Fırat Univ J Eng Sci. 2020;32(2):509-520. DOI: 10.35234/fujeas.712304.
28. Hamed E, Demiröz A. Optimization of geotechnical characteristics of clayey soils using fly ash and granulated blast furnace slag-based geopolymer. Constr Build Mater. 2024;441:137488. DOI: 10.1016/j.conbuildmat.2024.137488.
29. Shakil M, Nazar S, Ameen HFM, Shahzad A, Ahmad F. A comparative study of ground granulated blast furnace slag and bagasse ash incorporation on enhancing mechanical properties of expansive soil. Results Eng. 2025;25:103569. DOI: 10.1016/j.rineng.2025.103569.
30. Sarıcı T, Geçkil T, Ok B, Aksoy HS. An investigation of the usability of alkali-activated blast furnace slag-additive construction demolition waste as filling material. Materials. 2025;18(2):398. DOI: 10.3390/ma18020398.
31. Sas W, Dzięcioł J, Radzevičius A, Radziemska M, Dapkienė M, et al. Geotechnical and environmental assessment of blast furnace slag for engineering applications. Materials. 2021;14(20):6029. DOI: 10.3390/ma14206029.
32. Uzuner BA. Introduction to foundation engineering [Temel mühendisliğine giriş]. Derya Kitabevi; 2016.
33. Jamalimoghadam M, Bahmyari H. Freeze–thaw characteristics of slaking marl clay stabilized with a binder based on alkali-activated recycled glass powder. J Mater Civ Eng. 2023;35(11):04023391. DOI: 10.1061/JMCEE7.MTENG-15421.