Araştırma Makalesi
BibTex RIS Kaynak Göster

Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag

Yıl 2018, Cilt: 14 Sayı: 3, 291 - 295, 30.09.2018
https://doi.org/10.18466/cbayarfbe.423763

Öz

Blast furnace slag (BFS) is an
alternative material used in various civil engineering functions, such as stabilization
of problematic soils, ready mixed concrete production, road and foundation
construction and fill material. In this study the geotechnical index properties
and shear strength behaviour of Granulated Blast Furnace Slag (GBFS) were
determined for fine, medium and coarse grained samples at loose, medium and
dense  densities. The sieve analysis was
performed and GBFS was divided in three sections; coarse (4.75 mm - 2 mm),
medium (2 – 0.425 mm) and fine grained (< 0.425 mm) samples. The
consolidated drained direct shear tests were conducted with saturated samples
at a shear rate of 0.20 mm/min. The test results have shown that GBFS had
comparatively higher specific gravity than usual soils (3.0 – 3.4). GBFS was
basic (pH >7) and non- plastic characteristic (NP). The maximum shear stress
of the samples was obtained at 5% - 10% axial deformation range. The internal
friction angle of fine, medium and coarse grained samples were with in the
range of 14° - 33°, 27° - 42° and 46° - 50°, respectively. The highest internal
friction angle for fine and medium grained samples were obtained for dense
samples.
Increment of density affects the internal friction angles of
medium grained samples positively. However, no significant change in the
internal friction angle of the coarse grained samples was observed.
The cohesion of GBFS samples ranged between 7 and 39 kPa.

Kaynakça

  • 1. Goodarzi, A, R, Salimi, M, Stabilization treatment of a dispersive clayey soil using granulated blast furnace slag and basic oxygen furnace slag, Applies Clay Science, 2015, 108, 61-69.
  • 2. O'Kelly, B, C, Geotechnical properties of two granulated blast furnace slag materials. Third Symposium on Bridge and Infrastructure Research in Ireland, Dublin, 12th–13th October, 2006, 1, 121-128.
  • 3. Cokca, E, Veysel, Y, Stabilization of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement, Geotechnical and Geological Engineering, 2009, 27, 489-499.
  • 4. Martin, P, E, Bobillon, G, Eisenlohr, L, Reuse of solid waste from the clearing of road basins and ditches in civil engineering: from characterization to ways of treatment. Houille Blanche-Revue Internationale De L’Eau, 2008, 17, 130-136.
  • 5. Buddhdev, B, G, Varia, H, R, Feasibility Study on Application of Blast Furnace Slag in Pavement Concrete. International Journal of Innovative Research in Science, Engineering and Technology, 2014, 3, 3, 10795-10802.
  • 6. Ekincioglu, O, Gurgun, A, P, Engin, Y, Tarhan, M, Kumbaracibas, S, Approaches for sustainable cement production – A case study from Turkey, Energy and Buildings, 2013, 66, 136-142.
  • 7. Poh, H, Ghataora, G, Ghazireh, N, Soil Stabilization Using Basic Oxygen Steel Slag Fines. J. Mater. Civ. Eng., 2006, 18, 2, 229-240.
  • 8. O’Kelly, B, C, Geo-engineering properties of granulated blast furnace slag, Proceedings, Innovative Geotechnical Engineering, International Conference on Geotechnical Engineering, Tunis, Tunisia, 24th–26th March, 1, 2008, 249 – 257.
  • 9. ASTM D6913-04(2009)e1, Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, ASTM International, West Conshohocken, PA, 2009.
  • 10. ASTM D854-14, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, ASTM International, West Conshohocken, PA, 2014.
  • 11. Methods of test for soils for civil engineering purposes, British Standard Institution, 2016, London, UK.
  • 12. ASTM D4318-10e1, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM International, West Conshohocken, PA, 2010.
  • 13. ASTM D698-12e2, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)), ASTM International, West Conshohocken, PA, 2012.
  • 14. ASTM 3080, Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, ASTM International, West Conshohocken, PA, 2013.
Yıl 2018, Cilt: 14 Sayı: 3, 291 - 295, 30.09.2018
https://doi.org/10.18466/cbayarfbe.423763

Öz

Kaynakça

  • 1. Goodarzi, A, R, Salimi, M, Stabilization treatment of a dispersive clayey soil using granulated blast furnace slag and basic oxygen furnace slag, Applies Clay Science, 2015, 108, 61-69.
  • 2. O'Kelly, B, C, Geotechnical properties of two granulated blast furnace slag materials. Third Symposium on Bridge and Infrastructure Research in Ireland, Dublin, 12th–13th October, 2006, 1, 121-128.
  • 3. Cokca, E, Veysel, Y, Stabilization of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement, Geotechnical and Geological Engineering, 2009, 27, 489-499.
  • 4. Martin, P, E, Bobillon, G, Eisenlohr, L, Reuse of solid waste from the clearing of road basins and ditches in civil engineering: from characterization to ways of treatment. Houille Blanche-Revue Internationale De L’Eau, 2008, 17, 130-136.
  • 5. Buddhdev, B, G, Varia, H, R, Feasibility Study on Application of Blast Furnace Slag in Pavement Concrete. International Journal of Innovative Research in Science, Engineering and Technology, 2014, 3, 3, 10795-10802.
  • 6. Ekincioglu, O, Gurgun, A, P, Engin, Y, Tarhan, M, Kumbaracibas, S, Approaches for sustainable cement production – A case study from Turkey, Energy and Buildings, 2013, 66, 136-142.
  • 7. Poh, H, Ghataora, G, Ghazireh, N, Soil Stabilization Using Basic Oxygen Steel Slag Fines. J. Mater. Civ. Eng., 2006, 18, 2, 229-240.
  • 8. O’Kelly, B, C, Geo-engineering properties of granulated blast furnace slag, Proceedings, Innovative Geotechnical Engineering, International Conference on Geotechnical Engineering, Tunis, Tunisia, 24th–26th March, 1, 2008, 249 – 257.
  • 9. ASTM D6913-04(2009)e1, Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, ASTM International, West Conshohocken, PA, 2009.
  • 10. ASTM D854-14, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, ASTM International, West Conshohocken, PA, 2014.
  • 11. Methods of test for soils for civil engineering purposes, British Standard Institution, 2016, London, UK.
  • 12. ASTM D4318-10e1, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM International, West Conshohocken, PA, 2010.
  • 13. ASTM D698-12e2, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)), ASTM International, West Conshohocken, PA, 2012.
  • 14. ASTM 3080, Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, ASTM International, West Conshohocken, PA, 2013.
Toplam 14 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Hasan Fırat Pulat 0000-0002-8298-7106

İnci Develioğlu Bu kişi benim

Azhi Yassin Rasul Bu kişi benim

Yayımlanma Tarihi 30 Eylül 2018
Yayımlandığı Sayı Yıl 2018 Cilt: 14 Sayı: 3

Kaynak Göster

APA Pulat, H. F., Develioğlu, İ., & Rasul, A. Y. (2018). Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag. Celal Bayar University Journal of Science, 14(3), 291-295. https://doi.org/10.18466/cbayarfbe.423763
AMA Pulat HF, Develioğlu İ, Rasul AY. Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag. CBUJOS. Eylül 2018;14(3):291-295. doi:10.18466/cbayarfbe.423763
Chicago Pulat, Hasan Fırat, İnci Develioğlu, ve Azhi Yassin Rasul. “Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag”. Celal Bayar University Journal of Science 14, sy. 3 (Eylül 2018): 291-95. https://doi.org/10.18466/cbayarfbe.423763.
EndNote Pulat HF, Develioğlu İ, Rasul AY (01 Eylül 2018) Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag. Celal Bayar University Journal of Science 14 3 291–295.
IEEE H. F. Pulat, İ. Develioğlu, ve A. Y. Rasul, “Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag”, CBUJOS, c. 14, sy. 3, ss. 291–295, 2018, doi: 10.18466/cbayarfbe.423763.
ISNAD Pulat, Hasan Fırat vd. “Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag”. Celal Bayar University Journal of Science 14/3 (Eylül 2018), 291-295. https://doi.org/10.18466/cbayarfbe.423763.
JAMA Pulat HF, Develioğlu İ, Rasul AY. Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag. CBUJOS. 2018;14:291–295.
MLA Pulat, Hasan Fırat vd. “Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag”. Celal Bayar University Journal of Science, c. 14, sy. 3, 2018, ss. 291-5, doi:10.18466/cbayarfbe.423763.
Vancouver Pulat HF, Develioğlu İ, Rasul AY. Examination of Factors Affecting the Shear Strength of Granulated Blast Furnace Slag. CBUJOS. 2018;14(3):291-5.