Research Article
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Year 2022, Volume: 6 Issue: 4, 293 - 299, 15.10.2022
https://doi.org/10.31127/tuje.1001413

Abstract

Supporting Institution

Eskişehir Osmangazi Üniversitesi

Project Number

201915037

Thanks

Bu çalışma Eskişehir Osmangazi Üniversitesi Bilimsel Araştırma Projeleri (BAP) birimi tarafından 201915037 no’lu proje kapsamında desteklenmiştir. Desteklerinden dolayı teşekkürlerimizi arz ederiz.

References

  • Al-Soudany Y K (2017). Improvement of expansive soil by using silica fume. Kufa Journal of Engineering, 9(1), 222–239.
  • ASTM E (2007). 8/E 8M Annual book of ASTM standards. ASTM.
  • Al-Azzawi A A, Daud K A & Sattar M A A (2012). Effect of silica fume addition on the behavior of silty-clayey soils. Journal of Engineering and Development, 16(1), 92-105.
  • Bhuvaneshwari S, Soundr B, Robinson R G & Gandhi S R (2007). Stabilization and microstructural modification of dispersive clayey soils. Proceedings of First Sri Lankan Geotechnical Society (SLGS) International Conference on Soil and Rock Engineering, August 6-11, Colombo.
  • Fattah M Y, Al-Saidi A A & Jaber M M (2015). Improvement of bearing capacity of footing on soft clay grouted with lime-silica fume mix. Geomechanics and Engineering, 8(1), 113-132.
  • Goodarzi R, Akbari H R & Salimi M (2016). Enhanced stabilization of highly expansive clays by mixing cement and silica fume. Applied Clay Science, 132-133, 675–684.
  • Kalkan E & Akbulut S (2004). The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Engineering Geology, 73(1-2), 145-156.
  • Kalkan E (2009). Influence of silica fume on the desiccation cracks of compacted clayey soils. Applied Clay Science, 43(3-4), 296–302.
  • Kalkan E (2011). Impact of wetting–drying cycles on swelling behavior of clayey soils modified by silica fume. Applied Clay Science, 52(4), 345-352.
  • Liu H, Luo G, Wang L, Wang W, Li W & Gong Y (2019). Laboratory evaluation of eco-friendly pervious concrete pavement material containing silica fume. Applied Sciences, 9, 73.
  • Savaş H, Türköz M, Seyrek E & Ünver E (2018). Comparison of the effect of using class c and f fly ash on the stabilization of dispersive soils. Arabian Journal of Geosciences, 11(20), 1-13.
  • Sezer G İ (2012). Compressive strength and sulfate resistance of limestone and/or silica fume mortars. Construction and Building Materials, 26(1), 613–618.
  • Topçu İ B & Kaval M (2001). Economical analysis of use of silica fume in concrete. Journal of Eng.&Arch.Fac.Osmangazi University, 14(1), 18-31.
  • Türköz M, Savaş H & Tasci G (2018). The effect of silica fume and lime on geotechnical properties of a clay soil showing both swelling and dispersive features. Arabian Journal of Geosciences, 11(23), 1-14.
  • USBR 5400 (1989). Determining Dispersibility of Clayey Soils by the Crumb Test Method, Earth Manual II, United States Department of the Interior Bureau of Reclamation, 414-418.
  • Zivica V (2000). Sulfate resistance of the cement materials based on the modified silica fume. Construction and Building Materials, 14(1), 17–23,
  • Wu W J, Wang R, Zhu C Q, & Meng Q S (2018). The effect of fly ash and silica fume on mechanical properties and durability of coral aggregate concrete. Construction and Building Materials, 185, 69–78.

Effect of silica fume on the undrained strength parameters of dispersive

Year 2022, Volume: 6 Issue: 4, 293 - 299, 15.10.2022
https://doi.org/10.31127/tuje.1001413

Abstract

Dispersive soils are one of the problematic soils such as swelling and collapsible soils and they are common in many countries of the world. Due to dispersive soils, significant problems arise in road embankments and earth dams. Therefore, the use of such soils is possible with treatment. Silica fume (SF) as a waste material has been used in concrete production instead of partially cement, in the stabilization of expansive soils and in many civil engineering applications for different purposes. Within the scope of this study, to determine the dispersibility behavior of the soil sample, crumb test was performed. SF additive was used to improve the soil sample, which was determined to have high dispersibility. The compaction properties of the soil specimens mixed with SF in different proportions (0, 5, 10, 15, 20, 25 and 30%) were determined by the standard Proctor test. Crumb tests were performed to assess the dispersibility potential of the prepared specimens, and also unconsolidated and undrained (UU) triaxial tests were carried out to evaluate the strength parameters. UU experiments were performed under 20 kPa, 40 kPa and 60 kPa effective cell pressures on specimens cured for 1, 7 and 28 days because stabilization occurred at shallow depths in field applications. As a result, it was determined that the dispersibility feature of the soil sample was treated and the strength properties were improved depending on the SF content.

Project Number

201915037

References

  • Al-Soudany Y K (2017). Improvement of expansive soil by using silica fume. Kufa Journal of Engineering, 9(1), 222–239.
  • ASTM E (2007). 8/E 8M Annual book of ASTM standards. ASTM.
  • Al-Azzawi A A, Daud K A & Sattar M A A (2012). Effect of silica fume addition on the behavior of silty-clayey soils. Journal of Engineering and Development, 16(1), 92-105.
  • Bhuvaneshwari S, Soundr B, Robinson R G & Gandhi S R (2007). Stabilization and microstructural modification of dispersive clayey soils. Proceedings of First Sri Lankan Geotechnical Society (SLGS) International Conference on Soil and Rock Engineering, August 6-11, Colombo.
  • Fattah M Y, Al-Saidi A A & Jaber M M (2015). Improvement of bearing capacity of footing on soft clay grouted with lime-silica fume mix. Geomechanics and Engineering, 8(1), 113-132.
  • Goodarzi R, Akbari H R & Salimi M (2016). Enhanced stabilization of highly expansive clays by mixing cement and silica fume. Applied Clay Science, 132-133, 675–684.
  • Kalkan E & Akbulut S (2004). The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Engineering Geology, 73(1-2), 145-156.
  • Kalkan E (2009). Influence of silica fume on the desiccation cracks of compacted clayey soils. Applied Clay Science, 43(3-4), 296–302.
  • Kalkan E (2011). Impact of wetting–drying cycles on swelling behavior of clayey soils modified by silica fume. Applied Clay Science, 52(4), 345-352.
  • Liu H, Luo G, Wang L, Wang W, Li W & Gong Y (2019). Laboratory evaluation of eco-friendly pervious concrete pavement material containing silica fume. Applied Sciences, 9, 73.
  • Savaş H, Türköz M, Seyrek E & Ünver E (2018). Comparison of the effect of using class c and f fly ash on the stabilization of dispersive soils. Arabian Journal of Geosciences, 11(20), 1-13.
  • Sezer G İ (2012). Compressive strength and sulfate resistance of limestone and/or silica fume mortars. Construction and Building Materials, 26(1), 613–618.
  • Topçu İ B & Kaval M (2001). Economical analysis of use of silica fume in concrete. Journal of Eng.&Arch.Fac.Osmangazi University, 14(1), 18-31.
  • Türköz M, Savaş H & Tasci G (2018). The effect of silica fume and lime on geotechnical properties of a clay soil showing both swelling and dispersive features. Arabian Journal of Geosciences, 11(23), 1-14.
  • USBR 5400 (1989). Determining Dispersibility of Clayey Soils by the Crumb Test Method, Earth Manual II, United States Department of the Interior Bureau of Reclamation, 414-418.
  • Zivica V (2000). Sulfate resistance of the cement materials based on the modified silica fume. Construction and Building Materials, 14(1), 17–23,
  • Wu W J, Wang R, Zhu C Q, & Meng Q S (2018). The effect of fly ash and silica fume on mechanical properties and durability of coral aggregate concrete. Construction and Building Materials, 185, 69–78.
There are 17 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Ogan Öztürk 0000-0003-4145-4175

Murat Türköz 0000-0003-0241-113X

Project Number 201915037
Publication Date October 15, 2022
Published in Issue Year 2022 Volume: 6 Issue: 4

Cite

APA Öztürk, O., & Türköz, M. (2022). Effect of silica fume on the undrained strength parameters of dispersive. Turkish Journal of Engineering, 6(4), 293-299. https://doi.org/10.31127/tuje.1001413
AMA Öztürk O, Türköz M. Effect of silica fume on the undrained strength parameters of dispersive. TUJE. October 2022;6(4):293-299. doi:10.31127/tuje.1001413
Chicago Öztürk, Ogan, and Murat Türköz. “Effect of Silica Fume on the Undrained Strength Parameters of Dispersive”. Turkish Journal of Engineering 6, no. 4 (October 2022): 293-99. https://doi.org/10.31127/tuje.1001413.
EndNote Öztürk O, Türköz M (October 1, 2022) Effect of silica fume on the undrained strength parameters of dispersive. Turkish Journal of Engineering 6 4 293–299.
IEEE O. Öztürk and M. Türköz, “Effect of silica fume on the undrained strength parameters of dispersive”, TUJE, vol. 6, no. 4, pp. 293–299, 2022, doi: 10.31127/tuje.1001413.
ISNAD Öztürk, Ogan - Türköz, Murat. “Effect of Silica Fume on the Undrained Strength Parameters of Dispersive”. Turkish Journal of Engineering 6/4 (October 2022), 293-299. https://doi.org/10.31127/tuje.1001413.
JAMA Öztürk O, Türköz M. Effect of silica fume on the undrained strength parameters of dispersive. TUJE. 2022;6:293–299.
MLA Öztürk, Ogan and Murat Türköz. “Effect of Silica Fume on the Undrained Strength Parameters of Dispersive”. Turkish Journal of Engineering, vol. 6, no. 4, 2022, pp. 293-9, doi:10.31127/tuje.1001413.
Vancouver Öztürk O, Türköz M. Effect of silica fume on the undrained strength parameters of dispersive. TUJE. 2022;6(4):293-9.
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