Araştırma Makalesi
BibTex RIS Kaynak Göster

EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY

Yıl 2019, Cilt: 7 Sayı: 1, 66 - 74, 01.03.2019
https://doi.org/10.15317/Scitech.2019.182

Öz

The
geotechnical properties of fine grained soils which depends on the variation of
aspect ratio (ξ=length/diameter) exposed to freezing-thawing is not known
clearly. The effect of aspect ratio on unconfined compression strength and
freezing-thawing resistance of fine grained soils after 0, 5, 10, and 20
freezing-thawing cycles have been investigated in this study. The
freezing-thawing test was conducted in an automatic freezing-thawing cabinet,
the freezing and thawing temperatures of which were selected as -20°C and
+25°C, respectively. The unconfined compression test was conducted in an
unconfined compression testing apparatus, the loading ratio of which was 0.8
mm/min. These values were held constant throughout the test. Tests were
conducted on cylindrical samples with different ξ (length/diameter) ratios
prepared at standard Proctor energy. The test results indicated that, as ξ
ratio decrease and the number of freezing-thawing cycles increase, unconfined
compression strength decrease and freezing-thawing grain loss increase.

Kaynakça

  • Altun, S., Sezer, A., Erol, A., 2009, “The Effects of Additives and Curing Conditions on the Mechanical Behavior of a Silty Soil”, Cold Regions Science and Technology, Vol.56, No.2-3, pp. 135-140.
  • An, M., Zhang, L., Yı, Q., 2008, “Size Effect on Compressive Strength of Reactive Powder Concrete”, J. China Univ. Mining & Technology, Vol.18, pp. 279-282.
  • Andersland O.B., Ladanyi B., 2004, Frozen Ground Engineering, 2nd edn. USA. John Wiley & Sons.
  • ASTM D 2166, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM D 698-78, Fundamental Principles of Soil Compaction, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • Bello, A.A., 2011, “Analysis of Shear Strength of Compacted Lateritic Soils”, The Pacific Journal of Science and Technology, Vol.12 No.1, pp. 425-434.
  • Del Viso, J.R., Carmona, J.R., Ruiz, G., 2008, “Shape and Size Effects on the Compressive Strength of High-Strength Concrete”, Cement and Concrete Research, Vol.38, pp. 386-395.
  • Felekoğlu, B., Türkel, S., 2010, “Effects of Specimen Type and Dimensions on Compressive Strength of Concrete”, Gazi University Journal of Science, Vol.18, No.4, pp. 639-645.
  • Ghazavi, M., Roustaie, M., 2010, “The Influence of Freeze-thaw Cycles on the Unconfined Compressive Strength of Fiber-reinforced Clay”, Cold Regions Science and Technology, Vol.61, pp. 125-131.
  • Gök, G., 2010, Değişik Geometrideki Betonların Basınç Dayanımlarının Çeşitli Su/Çimento Oranlarina ve Çimento Miktarlarına Göre İncelenmesi, Yüksek lisans tezi, Çukurova Üniversitesi, Fen Bilimleri Ensititüsü, Adana.
  • Gullu, H., Hazirbaba, K., 2010, “Unconfined Compressive Strength and Post-Freeze-Thaw Behaviour of Fine-Grained Soils Treated with Geofiber and Synthetic Fluid”, Cold Regions Science and Technology, Vol.62, pp. 142-150.
  • Hassini, S., “Some Aspects of Landfill Design”, Mediterranean Conf on Environmental Geotechnology. Cesme, Turkey. Environmental Geotechnology, pp.137-144. 1992.
  • Hazirbaba, K., Gullu, H., 2010, “California Bearing Ratio Improvement and Freeze-Thaw Performance of Fine-Grained Soils Treated with Geofiber and Synthetic Fluid”, Cold Regions Science and Technology, Vol.63, pp. 50-60.
  • Hazirbaba, K., Zhang, Y., Hulsey, J.L., 2011, “Evaluation of Temperature and Freeze-Thaw Effects on Excess Pore Pressure Generation of Fine-Grained Soils”, Soil Dynamics and Earthquake Engineering, Vol.31, pp. 372-384.
  • Hoek, E., Brown, E.T, 1980. Underground Excavations in Rock (No. Monograph).
  • Kaczynski, R.R., “Scale Effect During Compressive Strength Tests of Rocks”, Proceedings of the Fifth International Congress, International Association of Engineering Geology, 20-25 October 1986, Buenos Aires, Argentina. Volumes 1, 2 And 3. Publication Of: Aa Balkema, 1986.
  • Koç, V., Şener, S., 2003, “Hafif ve Normal Betondan Yapılmış Çift Konsol Numunelerin Basınç Göçmesinde Boyut Etkisi”, Türkiye İnşaat Mühendisliği XVII. Teknik Kongre ve Sergisi, pp. 137-141.
  • Kvǽrnǿ, H.S., Ǿygarden. L., 2006, “The influence of Freeze-Thaw Cycles and Soil Moisture on Aggregate Stability of Three Soils in Norway”, Catena. Vol.67, pp. 175-182.
  • Liu, J., Wang, T., Tian, Y., 2010, “Experimental Study of The Dynamic Properties of Cement- and Lime- Modified Clay Soils Subjected to Freeze-Thaw Cycles”, Cold Regions Science and Technology, Vol.61, pp. 29-33.
  • Lu, J., Zhang, M., Zhang, X., Pei, W., Bi, J., 2018, “Experimental Study on the Freezing–thawing Deformation of a Silty Clay”, Cold Regions Science and Technology, Vol. 151, pp. 19-27.
  • Narsilio, G.A., Santamarina, J.C., 2008, “Terminal Densities”, Geotechnique, Vol.58, No.8, pp.669-674.
  • Qi, J., Wei, M., Song, C., 2008, “Influence of Freeze-Thaw on Engineering Properties of Silty Soil”, Cold Regions Science and Technology, Vol.53, pp. 397-404.
  • Sakamoto, R., Shogaki, T., “Effect of Specimen Size on Unconfined Compressive Strength Properties for Natural Clay Deposits”, Proceedings of the Thirteenth (2003) International Offshore and Polar Engineering Conference, May 25-30, 2003.
  • Swain, R., 1968, “Strength–Size Effects in Brittle Model Tests Simulating Underground Rock Fracture”, The Mining Engineer, Vol.88, pp. 211-214.
  • Taşpolat, L.T., Zorluer, İ., Koyuncu, H., 2006, “Effect of Waste Marble Powder on Freezing-Thawing of Impermeable Clay Liners”, Technical Research, Vol.2, pp. 11-16.
  • Toy, S., Yilmaz, S., Yilmaz, H., 2007, “Determination of Bioclimatic Comfort in Three Different Land Uses in the City of Erzurum Turkey”, Building and Environment, Vol.42, pp. 1315-1318.
  • Wang, D., Ma, W., Niu, Y.H., Chang, X., Wen, Z., 2007, “Effects of Cyclic Freezing and Thawing on Mechanical Properties of Qinghai–Tibet Clay”, Cold Regions Science and Technology, Vol. 48, pp. 34–43.
  • Wang, S., Yang, Z. J., Yang, P., 2017, “Structural Change and Volumetric Shrinkage of Clay Due to Freeze-thaw by 3D X-ray Computed Tomography”, Cold Regions Science and Technology, Vol. 138, pp. 108-116.
  • Wang, S., Yang, P., Yang, Z. J., 2018, “Characterization of Freeze–thaw Effects Within Clay by 3D X-ray Computed Tomography”, Cold Regions Science and Technology, Vol. 148, pp. 13-21.
  • Xu, J., Ren, J., Wang, Z., Wang, S., Yuan, J., 2018, “Strength Behaviors and Meso-structural Characters of Loess after Freeze-thaw”, Cold Regions Science and Technology, Vol. 148, pp. 104-120.
  • Yalçın, E., 2013, “Dowel Numunelerinde Boyut Etkisi”, Fırat Üniv. Mühendislik Bilimleri Dergisi. Vol.25, No.2, pp. 129-136.
  • Yarbaşı, N., Kalkan, E., Akbulut, S., 2007, “Modification of the Geotechnical Properties, as Influenced by Freeze-Thaw, of Granular Soils with Waste Additives”, Cold Regions Science and Technology. Vol.48, pp. 44-54.
  • Yavuz, H., Sari, D., Varol, M., “Mermer ve Travertenin Tek Eksenli Basınç Dayanımının Belirlenmesinde Boyut ve Şekil Etkisi”, Türkiye III. Mermer Sempozyumu, Bildiriler Kitabı, 209-217, 2001.
  • Yazıcı, Ş., Sezer, İ.G., 2007, “The Effect of Cylindrical Specimen Size on the Compressive Strength of Concrete”, Building and Environment, Vol.42, pp. 2417-2420.
  • Zaimoğlu, A.S., 2010, “Freezing-thawing Behaviour of Fine-Grained Soils Reinforced with Polypropylene Fibers”, Cold Regions Science and Technology, Vol.60, pp. 63-65.

Numune Boyutunun CH Kilinin Donma-Çözülme Üzerindeki Etkisi

Yıl 2019, Cilt: 7 Sayı: 1, 66 - 74, 01.03.2019
https://doi.org/10.15317/Scitech.2019.182

Öz

Donma-çözülmeye
maruz zeminlerin davranışı numune boyutuna
(ξ=boy/çap) bağlı
olarak nasıl değişeceği tam olarak bilinmemektedir. Bu çalışmada numune
boyutunun ince daneli zeminlerde 0, 5, 10 ve 20 donma-çözülme çevrim sonrası
serbest basınç mukavemeti ve donma-çözülme dayanımı üzerindeki etkisi
araştırılmıştır. Donma-çözülme deneyi donma sıcaklığı -20oC çözülme
sıcaklığı +25oC olan otomatik donma-çözülme kabininde, serbest
basınç deneyi yükleme hızı 0.8 mm/dk olan serbest basınç deney aletinde
yapılmıştır. Bu değerler deney sırasında sabit tutulmuştur. Deneyler standart
proktor enerjisinde hazırlanmış farklı
ξ (boy/çap)
oranlarına sahip silindirik numuneler üzerinde yürütülmüştür. Deney
sonuçlarından numunelerin ρ oranı ve donma-çözülme çevrim sayısının artmasıyla
serbest basınç mukavemeti ile donma-çözülme dayanıklılığının azaldığı
belirlenmiştir.

Kaynakça

  • Altun, S., Sezer, A., Erol, A., 2009, “The Effects of Additives and Curing Conditions on the Mechanical Behavior of a Silty Soil”, Cold Regions Science and Technology, Vol.56, No.2-3, pp. 135-140.
  • An, M., Zhang, L., Yı, Q., 2008, “Size Effect on Compressive Strength of Reactive Powder Concrete”, J. China Univ. Mining & Technology, Vol.18, pp. 279-282.
  • Andersland O.B., Ladanyi B., 2004, Frozen Ground Engineering, 2nd edn. USA. John Wiley & Sons.
  • ASTM D 2166, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • ASTM D 698-78, Fundamental Principles of Soil Compaction, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
  • Bello, A.A., 2011, “Analysis of Shear Strength of Compacted Lateritic Soils”, The Pacific Journal of Science and Technology, Vol.12 No.1, pp. 425-434.
  • Del Viso, J.R., Carmona, J.R., Ruiz, G., 2008, “Shape and Size Effects on the Compressive Strength of High-Strength Concrete”, Cement and Concrete Research, Vol.38, pp. 386-395.
  • Felekoğlu, B., Türkel, S., 2010, “Effects of Specimen Type and Dimensions on Compressive Strength of Concrete”, Gazi University Journal of Science, Vol.18, No.4, pp. 639-645.
  • Ghazavi, M., Roustaie, M., 2010, “The Influence of Freeze-thaw Cycles on the Unconfined Compressive Strength of Fiber-reinforced Clay”, Cold Regions Science and Technology, Vol.61, pp. 125-131.
  • Gök, G., 2010, Değişik Geometrideki Betonların Basınç Dayanımlarının Çeşitli Su/Çimento Oranlarina ve Çimento Miktarlarına Göre İncelenmesi, Yüksek lisans tezi, Çukurova Üniversitesi, Fen Bilimleri Ensititüsü, Adana.
  • Gullu, H., Hazirbaba, K., 2010, “Unconfined Compressive Strength and Post-Freeze-Thaw Behaviour of Fine-Grained Soils Treated with Geofiber and Synthetic Fluid”, Cold Regions Science and Technology, Vol.62, pp. 142-150.
  • Hassini, S., “Some Aspects of Landfill Design”, Mediterranean Conf on Environmental Geotechnology. Cesme, Turkey. Environmental Geotechnology, pp.137-144. 1992.
  • Hazirbaba, K., Gullu, H., 2010, “California Bearing Ratio Improvement and Freeze-Thaw Performance of Fine-Grained Soils Treated with Geofiber and Synthetic Fluid”, Cold Regions Science and Technology, Vol.63, pp. 50-60.
  • Hazirbaba, K., Zhang, Y., Hulsey, J.L., 2011, “Evaluation of Temperature and Freeze-Thaw Effects on Excess Pore Pressure Generation of Fine-Grained Soils”, Soil Dynamics and Earthquake Engineering, Vol.31, pp. 372-384.
  • Hoek, E., Brown, E.T, 1980. Underground Excavations in Rock (No. Monograph).
  • Kaczynski, R.R., “Scale Effect During Compressive Strength Tests of Rocks”, Proceedings of the Fifth International Congress, International Association of Engineering Geology, 20-25 October 1986, Buenos Aires, Argentina. Volumes 1, 2 And 3. Publication Of: Aa Balkema, 1986.
  • Koç, V., Şener, S., 2003, “Hafif ve Normal Betondan Yapılmış Çift Konsol Numunelerin Basınç Göçmesinde Boyut Etkisi”, Türkiye İnşaat Mühendisliği XVII. Teknik Kongre ve Sergisi, pp. 137-141.
  • Kvǽrnǿ, H.S., Ǿygarden. L., 2006, “The influence of Freeze-Thaw Cycles and Soil Moisture on Aggregate Stability of Three Soils in Norway”, Catena. Vol.67, pp. 175-182.
  • Liu, J., Wang, T., Tian, Y., 2010, “Experimental Study of The Dynamic Properties of Cement- and Lime- Modified Clay Soils Subjected to Freeze-Thaw Cycles”, Cold Regions Science and Technology, Vol.61, pp. 29-33.
  • Lu, J., Zhang, M., Zhang, X., Pei, W., Bi, J., 2018, “Experimental Study on the Freezing–thawing Deformation of a Silty Clay”, Cold Regions Science and Technology, Vol. 151, pp. 19-27.
  • Narsilio, G.A., Santamarina, J.C., 2008, “Terminal Densities”, Geotechnique, Vol.58, No.8, pp.669-674.
  • Qi, J., Wei, M., Song, C., 2008, “Influence of Freeze-Thaw on Engineering Properties of Silty Soil”, Cold Regions Science and Technology, Vol.53, pp. 397-404.
  • Sakamoto, R., Shogaki, T., “Effect of Specimen Size on Unconfined Compressive Strength Properties for Natural Clay Deposits”, Proceedings of the Thirteenth (2003) International Offshore and Polar Engineering Conference, May 25-30, 2003.
  • Swain, R., 1968, “Strength–Size Effects in Brittle Model Tests Simulating Underground Rock Fracture”, The Mining Engineer, Vol.88, pp. 211-214.
  • Taşpolat, L.T., Zorluer, İ., Koyuncu, H., 2006, “Effect of Waste Marble Powder on Freezing-Thawing of Impermeable Clay Liners”, Technical Research, Vol.2, pp. 11-16.
  • Toy, S., Yilmaz, S., Yilmaz, H., 2007, “Determination of Bioclimatic Comfort in Three Different Land Uses in the City of Erzurum Turkey”, Building and Environment, Vol.42, pp. 1315-1318.
  • Wang, D., Ma, W., Niu, Y.H., Chang, X., Wen, Z., 2007, “Effects of Cyclic Freezing and Thawing on Mechanical Properties of Qinghai–Tibet Clay”, Cold Regions Science and Technology, Vol. 48, pp. 34–43.
  • Wang, S., Yang, Z. J., Yang, P., 2017, “Structural Change and Volumetric Shrinkage of Clay Due to Freeze-thaw by 3D X-ray Computed Tomography”, Cold Regions Science and Technology, Vol. 138, pp. 108-116.
  • Wang, S., Yang, P., Yang, Z. J., 2018, “Characterization of Freeze–thaw Effects Within Clay by 3D X-ray Computed Tomography”, Cold Regions Science and Technology, Vol. 148, pp. 13-21.
  • Xu, J., Ren, J., Wang, Z., Wang, S., Yuan, J., 2018, “Strength Behaviors and Meso-structural Characters of Loess after Freeze-thaw”, Cold Regions Science and Technology, Vol. 148, pp. 104-120.
  • Yalçın, E., 2013, “Dowel Numunelerinde Boyut Etkisi”, Fırat Üniv. Mühendislik Bilimleri Dergisi. Vol.25, No.2, pp. 129-136.
  • Yarbaşı, N., Kalkan, E., Akbulut, S., 2007, “Modification of the Geotechnical Properties, as Influenced by Freeze-Thaw, of Granular Soils with Waste Additives”, Cold Regions Science and Technology. Vol.48, pp. 44-54.
  • Yavuz, H., Sari, D., Varol, M., “Mermer ve Travertenin Tek Eksenli Basınç Dayanımının Belirlenmesinde Boyut ve Şekil Etkisi”, Türkiye III. Mermer Sempozyumu, Bildiriler Kitabı, 209-217, 2001.
  • Yazıcı, Ş., Sezer, İ.G., 2007, “The Effect of Cylindrical Specimen Size on the Compressive Strength of Concrete”, Building and Environment, Vol.42, pp. 2417-2420.
  • Zaimoğlu, A.S., 2010, “Freezing-thawing Behaviour of Fine-Grained Soils Reinforced with Polypropylene Fibers”, Cold Regions Science and Technology, Vol.60, pp. 63-65.
Toplam 35 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Rahim Kağan Akbulut

Ahmet Şahin Zaimoğlu

Yayımlanma Tarihi 1 Mart 2019
Yayımlandığı Sayı Yıl 2019 Cilt: 7 Sayı: 1

Kaynak Göster

APA Akbulut, R. K., & Zaimoğlu, A. Ş. (2019). EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi, 7(1), 66-74. https://doi.org/10.15317/Scitech.2019.182
AMA Akbulut RK, Zaimoğlu AŞ. EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY. sujest. Mart 2019;7(1):66-74. doi:10.15317/Scitech.2019.182
Chicago Akbulut, Rahim Kağan, ve Ahmet Şahin Zaimoğlu. “EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 7, sy. 1 (Mart 2019): 66-74. https://doi.org/10.15317/Scitech.2019.182.
EndNote Akbulut RK, Zaimoğlu AŞ (01 Mart 2019) EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 7 1 66–74.
IEEE R. K. Akbulut ve A. Ş. Zaimoğlu, “EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY”, sujest, c. 7, sy. 1, ss. 66–74, 2019, doi: 10.15317/Scitech.2019.182.
ISNAD Akbulut, Rahim Kağan - Zaimoğlu, Ahmet Şahin. “EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 7/1 (Mart 2019), 66-74. https://doi.org/10.15317/Scitech.2019.182.
JAMA Akbulut RK, Zaimoğlu AŞ. EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY. sujest. 2019;7:66–74.
MLA Akbulut, Rahim Kağan ve Ahmet Şahin Zaimoğlu. “EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi, c. 7, sy. 1, 2019, ss. 66-74, doi:10.15317/Scitech.2019.182.
Vancouver Akbulut RK, Zaimoğlu AŞ. EFFECT OF ASPECT RATIO ON THE FREEZING-THAWING OF A CH CLAY. sujest. 2019;7(1):66-74.

MAKALELERINIZI 

http://sujest.selcuk.edu.tr

uzerinden gonderiniz