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EFFECT OF SAWDUST USAGE ON THE SHEAR STRENGTH BEHAVIOR OF CLAYEY SILT SOIL

Yıl 2016, Cilt: 34 Sayı: 1, 31 - 41, 01.03.2016

Öz

The aim of this paper is to study the effect of sawdust content on the engineering properties of clayey-silt soil. Soil from the district of Büyükçekmece in Istanbul city have been used. Its engineering properties were indicated. The dry soil passing sieves No.40 were mixed with the sawdust, with the amount 1, 2, 3 and 5 % from dry weight of soil, then, samples engineering properties were indicated. The study concluded that the addition of sawdust up to 5% decreased the liquid limits and the plasticity index by 14.9% and 17.6% respectively, and also decreased the plastic limits by 13.15%. Effect of sawdust usage on undrained shear strength of the soil were investigated by unconfined compression test and UU triaxial test. The undrained strength were increased by 41.437% with increasing 3 % but, the undrained strength decreased with 5% of sawdust. Also the results obtained from unconfined compression test and UU triaxial test were compared and looked at compatibility of the results.

Kaynakça

  • [1] Kolias S., Kasselouri-Rigopoulou V., and Karahalios A., “Stabilization of Clayey Soils with High Calcium Fly Ash and Cement”, Cement and Concrete Composites, 27: 301–313, 2005.
  • [2] Sadek S., Najjar S., Abboud A., “Compressive Strength of Fiber-Reinforced Lightly-Cement Stabilized Sand”, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, 2013.
  • [3] Koteswara R. D, Anusha M., Pranav P.R.T., Venkatesh G, “A Laboratory Study on the Stabilization of Marine Clay using Sawdust and Lime”, International Journal of Engineering Science and Advanced, 2(4): 851 – 862, 2012.
  • [4] Abdel-Nafii, “The Effect of Organic Matter’s Content on the Engineering Properties of Expansive Soils, Engineering and Technology Journal”, 28(8), 2010.
  • [5] Khan S., Khan H., “Improvement of Mechanical Properties by Waste Sawdust Ash Addition into Soil”, Electronic Journal of Geotechnical Engineering, 20(7): 1901-1914, 2015.
  • [6] Thomas M., Petry P.E., and Eric J. G., “A study to determine the Effect of Organic on the Results of Quicklime Slurries Treatment of Clay Soil”, University Transportation Center Program at the University of Missouri-Rolla, UTC R76, 2003.
  • [7] Ogunribido T., “Geotechnical Properties of Saw Dust Ash Stabilized Southwestern Nigeria Lateritic Soils, Environmental Research Engineering and Management”, 2(60): 29-33, 2012.
  • [8] Duraisamy Y., Huat B. B.K and Aziz A.A, “Compressibility Behavior of tropical Peat Reinforced with Cement Columns”, American Journal of Applied Sciences, 4(10): 786-791, 2007.
  • [9] Duraisamy Y., Huat B. B. K and Aziz A.A., “Methods of Utilized Tropical Peat Land for Housing Scheme, American Journal of Environmental Sciences”, 3(4): 259-264, 2007.
  • [10] Shih S. F., “Some Physical Characteristics of Organic Soil Related to Engineering Design”, The Sixth Southeast Asian Conference on Soil Engineering, pp. 01-112, 19-23 May 1980.
  • [11] Aziz M.A., Daulah I., and Lee S.L., “Treatment of Peaty Soil”, The Sixth South east Asian Conference on Soil Engineering, pp. 431-446, 19-23 May 1980.
  • [12] Head, K.H., “Manual of Soil Laboratory Testing”, Pentech Press, London, Vol. 1, 2 and 3., 1994.
Yıl 2016, Cilt: 34 Sayı: 1, 31 - 41, 01.03.2016

Öz

Kaynakça

  • [1] Kolias S., Kasselouri-Rigopoulou V., and Karahalios A., “Stabilization of Clayey Soils with High Calcium Fly Ash and Cement”, Cement and Concrete Composites, 27: 301–313, 2005.
  • [2] Sadek S., Najjar S., Abboud A., “Compressive Strength of Fiber-Reinforced Lightly-Cement Stabilized Sand”, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, 2013.
  • [3] Koteswara R. D, Anusha M., Pranav P.R.T., Venkatesh G, “A Laboratory Study on the Stabilization of Marine Clay using Sawdust and Lime”, International Journal of Engineering Science and Advanced, 2(4): 851 – 862, 2012.
  • [4] Abdel-Nafii, “The Effect of Organic Matter’s Content on the Engineering Properties of Expansive Soils, Engineering and Technology Journal”, 28(8), 2010.
  • [5] Khan S., Khan H., “Improvement of Mechanical Properties by Waste Sawdust Ash Addition into Soil”, Electronic Journal of Geotechnical Engineering, 20(7): 1901-1914, 2015.
  • [6] Thomas M., Petry P.E., and Eric J. G., “A study to determine the Effect of Organic on the Results of Quicklime Slurries Treatment of Clay Soil”, University Transportation Center Program at the University of Missouri-Rolla, UTC R76, 2003.
  • [7] Ogunribido T., “Geotechnical Properties of Saw Dust Ash Stabilized Southwestern Nigeria Lateritic Soils, Environmental Research Engineering and Management”, 2(60): 29-33, 2012.
  • [8] Duraisamy Y., Huat B. B.K and Aziz A.A, “Compressibility Behavior of tropical Peat Reinforced with Cement Columns”, American Journal of Applied Sciences, 4(10): 786-791, 2007.
  • [9] Duraisamy Y., Huat B. B. K and Aziz A.A., “Methods of Utilized Tropical Peat Land for Housing Scheme, American Journal of Environmental Sciences”, 3(4): 259-264, 2007.
  • [10] Shih S. F., “Some Physical Characteristics of Organic Soil Related to Engineering Design”, The Sixth Southeast Asian Conference on Soil Engineering, pp. 01-112, 19-23 May 1980.
  • [11] Aziz M.A., Daulah I., and Lee S.L., “Treatment of Peaty Soil”, The Sixth South east Asian Conference on Soil Engineering, pp. 431-446, 19-23 May 1980.
  • [12] Head, K.H., “Manual of Soil Laboratory Testing”, Pentech Press, London, Vol. 1, 2 and 3., 1994.
Toplam 12 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Articles
Yazarlar

Omar Hamdi Jasım Bu kişi benim

Doğan Çetin Bu kişi benim

Yayımlanma Tarihi 1 Mart 2016
Gönderilme Tarihi 15 Aralık 2015
Yayımlandığı Sayı Yıl 2016 Cilt: 34 Sayı: 1

Kaynak Göster

Vancouver Jasım OH, Çetin D. EFFECT OF SAWDUST USAGE ON THE SHEAR STRENGTH BEHAVIOR OF CLAYEY SILT SOIL. SIGMA. 2016;34(1):31-4.

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/