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Freezing-Thawing and Wetting-Drying Behavior of Clayey Soil Stabilized with Lime and Silica Fume

Year 2019, , 1724 - 1732, 31.12.2019
https://doi.org/10.18185/erzifbed.654104

Abstract

Soil stabilization is defined as
improving the physical, chemical, hydraulic and mechanical properties of soils
that are insufficient in terms of engineering properties. In this study,
stabilization of high plasticity clayey soil with silica fume and lime was
investigated to examine strength and durability behavior of stabilized soil.
The test samples were prepared by adding 5%, 10%, 15% and 20% of silica fume,
without lime and with 6% lime to the natural soil which is a high plasticity
clay (CH) according to the Unified Soil Classification System. The curing time
is 7 and 28 days. At the end of these curing periods, unconfined compressive strength
tests were performed. After 28 days of curing, 12 wetting-drying and freezing-thawing
cycles were completed and durability behavior of the samples were examined. In
the light of the obtained data, it was determined that SLS samples containing
silica fume and lime had higher strength values than SL samples containing only
lime. Silica fume increase the strength values after curing periods and has
positive effects on the soil durability in terms of freezing-thawing test.  

References

  • Aytekin, M. (2004). “Deneysel Zemin Mekaniği”, Teknik Yayınevi, Ankara.
  • Balta, İ. 1984. "Doğu Karadeniz Bölgesi topraklarının çimento ve kireçle stabilizasyonu", PhD. Thesis, Karadeniz Technical University, Graduate Institute of Natural and Applied Sciences, Trabzon.
  • Bell, F. G. 1996. “Lime stabilization of clay minerals and soils”, Engineering Geology, 42 (4), 223-237.
  • Calik, U. and Sadoglu, E. 2014a. “Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite”, Natural Hazards, 71 (3), 1289-1303.
  • Calik, U. and Sadoglu, E. 2014b. “Engineering properties of expansive clayey soil stabilized with lime and perlite”, Geomechanics and Engineering, 6 (4), 403-418.
  • Celik, E. and Nalbantoglu, Z. 2013. “Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils”, Engineering Geology, 163, 20-25.
  • Demir, E. 2019. “Yüksek plastisiteli kil stabilizasyonunda silis dumanı ve mermer atıklarının kireçle beraber kullanılabilirliğinin araştırılması”, M. Sc. Thesis, Bayburt University, Graduate Education Institute, Bayburt.
  • Erdoğan, T. Y. (2003). “Admixtures for Concrete”, Middle East Technical University Press, Ankara.
  • Eren, S. and Filiz, M. 2009. “Comparing the conventional soil stabilization methods to the consolid system used as an alternative admixture matter in Isparta Darıdere material”, Construction and Building Materials, 23, 2473-2480.
  • Ghabaee, S. 2015. “Kireç ile Stablize Edilmiş Bentonitin Kür Süresinin Mukavemet Üzerindeki Etkisi” M. Sc. Thesis, İstanbul Technical University, Institute of Science and Technology, İstanbul.
  • Kukko, H. 2000. “Stabilization of clay with inorganic by-products”, Journal of Materials in Civil Engineering, 12 (4), 307-309.
  • Ladd, C.C., Moh, Z.C. and Lambe, T.W. 1960. “Recent Soil-Lime Research at the Massachusetts I.T.”, Hihgway Research Board, 262, pp. 64-85.
  • Malhatra, V. M. (1997). "Mineral admixtures. concrete construction engineering handbook" Nawy Edward G.CRC Press, New York.
  • Okucu, A. 1998. "Bigadiç ve Turnatepe (Balıkesir) Yörelerindeki Zeolitik ve Perlitik Tüflerin Puzolanik Özellikleri”, PhD. Thesis , Balıkesir University, Institute of Science, Balıkesir.
  • Ola, S. A. 1978. “The geology and geotechnical properties of the black cotton soils of Northeastern Nigeria”, Engineering Geology, 12, 375-391.
  • Yılmaz, F. 2015. “Tüfit taşların zemin stabilizasyonunda kireçle birlikte kullanılabilirliğin standart deneyler ve bilgisayarlı tomografi tekniği ile araştırılması”, PhD. Thesis, Karadeniz Technical University, Graduate Institute of Natural and Applied Sciences, Trabzon.
  • Yilmaz, F. and Fidan, D. 2017. “Effect of wetting-drying cycles on volumetric stability of clayey soil stabilized with lime and perlite”, European Journal of Technique, 7 (2), 207-218.
  • Yilmaz, F. and Fidan, D. 2018. “Influence of freeze-thaw on strength of clayey soil stabilized with lime and perlite”, Geomechanics and Engineering, 14 (3), 301-306.
  • Yilmaz, F. and Yurdakul M. 2017. “Evaluating of marble dust for soil stabilization”, Acta Physica Polonica A, 132, 710-711.
  • Yilmaz, F., Kamiloglu, H. A. and Sadoglu, E. 2015. “Soil stabilization with using waste materials against freezing thawing effect”, Acta Physica Polonica A, 128, 392-394.

Kireç ve Silis Dumanı ile Stabilize Edilen Killi Zeminin Donma-Çözülme ve Islanma Kuruma Davranışı

Year 2019, , 1724 - 1732, 31.12.2019
https://doi.org/10.18185/erzifbed.654104

Abstract

Zemin stabilizasyonu, mühendislik özellikleri açısından
yetersiz olan zeminlerin fiziksel, kimyasal, hidrolik ve mekanik özelliklerinin
iyileştirilmesi olarak tanımlanmaktadır. Bu çalışmada, silis dumanı ve kireçle
stabilize edilmiş yüksek plastisiteli killi bir zeminin dayanım ve durabilite
davranışı incelenmiştir. Test numuneleri, Birleştirilmiş Zemin Sınıflandırma
Sistemi’ne göre yüksek plastisiteli bir kil (CH) olan doğal zemine kireçsiz ve
%6 kireçli olarak % 5,% 10,% 15 ve% 20 silis dumanı eklenerek hazırlanmıştır. Hazırlanan
numunelerin kür süresi 7 ve 28 gündür. Bu kür sürelerinin sonunda, serbest
basınç dayanımı testi yapılmıştır. 28 günlük kür süresinin ardından 12
ıslanma-kuruma ve donma-çözülme döngüsü tamamlanmış ve numunelerin davranışları
incelenmiştir. Elde edilen veriler ışığında, silis dumanı ve kireç içeren SLS
örneklerinin sadece kireç içeren SL örneklerinden daha yüksek dayanım
değerlerine sahip olduğu tespit edilmiştir. Silis dumanı, kür sürelerinin ardından
dayanım değerlerini arttırmıştır ve donma-çözülme testi açısından zemin durabilitesi
üzerinde olumlu etkilere sahiptir. 

References

  • Aytekin, M. (2004). “Deneysel Zemin Mekaniği”, Teknik Yayınevi, Ankara.
  • Balta, İ. 1984. "Doğu Karadeniz Bölgesi topraklarının çimento ve kireçle stabilizasyonu", PhD. Thesis, Karadeniz Technical University, Graduate Institute of Natural and Applied Sciences, Trabzon.
  • Bell, F. G. 1996. “Lime stabilization of clay minerals and soils”, Engineering Geology, 42 (4), 223-237.
  • Calik, U. and Sadoglu, E. 2014a. “Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite”, Natural Hazards, 71 (3), 1289-1303.
  • Calik, U. and Sadoglu, E. 2014b. “Engineering properties of expansive clayey soil stabilized with lime and perlite”, Geomechanics and Engineering, 6 (4), 403-418.
  • Celik, E. and Nalbantoglu, Z. 2013. “Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils”, Engineering Geology, 163, 20-25.
  • Demir, E. 2019. “Yüksek plastisiteli kil stabilizasyonunda silis dumanı ve mermer atıklarının kireçle beraber kullanılabilirliğinin araştırılması”, M. Sc. Thesis, Bayburt University, Graduate Education Institute, Bayburt.
  • Erdoğan, T. Y. (2003). “Admixtures for Concrete”, Middle East Technical University Press, Ankara.
  • Eren, S. and Filiz, M. 2009. “Comparing the conventional soil stabilization methods to the consolid system used as an alternative admixture matter in Isparta Darıdere material”, Construction and Building Materials, 23, 2473-2480.
  • Ghabaee, S. 2015. “Kireç ile Stablize Edilmiş Bentonitin Kür Süresinin Mukavemet Üzerindeki Etkisi” M. Sc. Thesis, İstanbul Technical University, Institute of Science and Technology, İstanbul.
  • Kukko, H. 2000. “Stabilization of clay with inorganic by-products”, Journal of Materials in Civil Engineering, 12 (4), 307-309.
  • Ladd, C.C., Moh, Z.C. and Lambe, T.W. 1960. “Recent Soil-Lime Research at the Massachusetts I.T.”, Hihgway Research Board, 262, pp. 64-85.
  • Malhatra, V. M. (1997). "Mineral admixtures. concrete construction engineering handbook" Nawy Edward G.CRC Press, New York.
  • Okucu, A. 1998. "Bigadiç ve Turnatepe (Balıkesir) Yörelerindeki Zeolitik ve Perlitik Tüflerin Puzolanik Özellikleri”, PhD. Thesis , Balıkesir University, Institute of Science, Balıkesir.
  • Ola, S. A. 1978. “The geology and geotechnical properties of the black cotton soils of Northeastern Nigeria”, Engineering Geology, 12, 375-391.
  • Yılmaz, F. 2015. “Tüfit taşların zemin stabilizasyonunda kireçle birlikte kullanılabilirliğin standart deneyler ve bilgisayarlı tomografi tekniği ile araştırılması”, PhD. Thesis, Karadeniz Technical University, Graduate Institute of Natural and Applied Sciences, Trabzon.
  • Yilmaz, F. and Fidan, D. 2017. “Effect of wetting-drying cycles on volumetric stability of clayey soil stabilized with lime and perlite”, European Journal of Technique, 7 (2), 207-218.
  • Yilmaz, F. and Fidan, D. 2018. “Influence of freeze-thaw on strength of clayey soil stabilized with lime and perlite”, Geomechanics and Engineering, 14 (3), 301-306.
  • Yilmaz, F. and Yurdakul M. 2017. “Evaluating of marble dust for soil stabilization”, Acta Physica Polonica A, 132, 710-711.
  • Yilmaz, F., Kamiloglu, H. A. and Sadoglu, E. 2015. “Soil stabilization with using waste materials against freezing thawing effect”, Acta Physica Polonica A, 128, 392-394.
There are 20 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Makaleler
Authors

Fatih Yılmaz 0000-0002-7962-9834

Ersin Demir 0000-0001-8567-1687

Publication Date December 31, 2019
Published in Issue Year 2019

Cite

APA Yılmaz, F., & Demir, E. (2019). Freezing-Thawing and Wetting-Drying Behavior of Clayey Soil Stabilized with Lime and Silica Fume. Erzincan University Journal of Science and Technology, 12(3), 1724-1732. https://doi.org/10.18185/erzifbed.654104