BibTex RIS Kaynak Göster

GRAIN DIFFUSION AND DISPERSION OF CLAYEY SOILS IN A CONSOLIDATION PHENOMENON

Yıl 2016, Cilt: 1 Sayı: 3, 23 - 32, 01.08.2016

Öz

In this study, the phenomena of grain diffusion and dispersion were considered and the effects of time rates of settlement on consolidation were discussed. It was shown that time rates of settlement can be considered throughout the consolidation process of a soil in terms of grain diffusion and dispersion. For this reason, consolidation tests were performed on soil samples taken from a specific region in Adana Turkey in order to investigate and evaluate diffusive and dispersive characteristic of the region. By comparing the obtained experimental results to theoretical counterparts, it was seen that the results were in a very close aggreement to each other. These results were also compared to each other in order to observe the effect of plasticity of a clayey soil in grain diffusion and dispersion

Kaynakça

  • Özaydin, K. (2005). Zemin Mekaniği., Birsen Yayınevi, 165-167.
  • Battaglio, M., Bellomo, N., Bonzani, I., Lancellotta, R. (2003). Non-Linear Consolidation Models of Clay Which Change Type. Int. J. of Non-Linear Mechanics, 30, 493-500.
  • Geng, X., Xu, C., Cai, Y. (2006). Non-Linear Consolidation Analysis of Soil with Variable Compressibility and Permeability under Cyclic Loading. International Journal of Numerical Analysis Methods in Geomechanics, 30, 803-821.
  • Battaglio, M., Bonzani, I., Campolo, D. (2005). Non-Linear Consolidation Models of Clay with Time Dependent Drainage Properties. Mathematical and Computer Modelling. 42, 613-620.
  • Asch, W. J. V., Deimel, M. S., Haak, W. J. C. (1989). The Viscous Creep Component in Shallow Clayey Soil and the Influence of Tree Load on Creep Rates. Special Issue: Proceedings of the Fourth Benelux Colloquium on Geomorphological Processes IGUCOMTAG Meeting, 14, 557-564.
  • Culling, W. E. H. (1963). Soil Creep and the Development of Hillside Slopes. The Journal of Geology, 71-2, 127-161. Tekinsoy, M. A. (2013). Theoretical Soil Mechanics, Soil Behavior in K0 Condition.
  • DaisyScience International Publishing House, 125-126; 334-340. Nielsen, D. R., Jackson, R .D., Cary, J. W., Evans, D. D. (1972). Soil Water. American Society of Agronomy, Soil Science Society of America, 31-39.
  • Mahmutluoğlu, B., (2014). Hidrodinamik Dispersiyonun Konsolidasyona Olan Etkisi. PhD Thesis, Çukurova University Institution of Natural and Applied Sciences, Adana, 268.
  • Mahmutluoğlu, B. Tekinsoy, M. A. (2015), Hidrodinamik Dispersiyon' un Konsolidasyona Olan Etkisi, Çukurova Üniversitesi Fen ve Mühendislik Bilimleri Dergisi, Cilt:32/3.
Yıl 2016, Cilt: 1 Sayı: 3, 23 - 32, 01.08.2016

Öz

Kaynakça

  • Özaydin, K. (2005). Zemin Mekaniği., Birsen Yayınevi, 165-167.
  • Battaglio, M., Bellomo, N., Bonzani, I., Lancellotta, R. (2003). Non-Linear Consolidation Models of Clay Which Change Type. Int. J. of Non-Linear Mechanics, 30, 493-500.
  • Geng, X., Xu, C., Cai, Y. (2006). Non-Linear Consolidation Analysis of Soil with Variable Compressibility and Permeability under Cyclic Loading. International Journal of Numerical Analysis Methods in Geomechanics, 30, 803-821.
  • Battaglio, M., Bonzani, I., Campolo, D. (2005). Non-Linear Consolidation Models of Clay with Time Dependent Drainage Properties. Mathematical and Computer Modelling. 42, 613-620.
  • Asch, W. J. V., Deimel, M. S., Haak, W. J. C. (1989). The Viscous Creep Component in Shallow Clayey Soil and the Influence of Tree Load on Creep Rates. Special Issue: Proceedings of the Fourth Benelux Colloquium on Geomorphological Processes IGUCOMTAG Meeting, 14, 557-564.
  • Culling, W. E. H. (1963). Soil Creep and the Development of Hillside Slopes. The Journal of Geology, 71-2, 127-161. Tekinsoy, M. A. (2013). Theoretical Soil Mechanics, Soil Behavior in K0 Condition.
  • DaisyScience International Publishing House, 125-126; 334-340. Nielsen, D. R., Jackson, R .D., Cary, J. W., Evans, D. D. (1972). Soil Water. American Society of Agronomy, Soil Science Society of America, 31-39.
  • Mahmutluoğlu, B., (2014). Hidrodinamik Dispersiyonun Konsolidasyona Olan Etkisi. PhD Thesis, Çukurova University Institution of Natural and Applied Sciences, Adana, 268.
  • Mahmutluoğlu, B. Tekinsoy, M. A. (2015), Hidrodinamik Dispersiyon' un Konsolidasyona Olan Etkisi, Çukurova Üniversitesi Fen ve Mühendislik Bilimleri Dergisi, Cilt:32/3.
Toplam 9 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Article
Yazarlar

Barış Mahmutluoğlu Bu kişi benim

Mehmet Arslan Tekinsoy Bu kişi benim

Baki Bağrıaçık Bu kişi benim

Yayımlanma Tarihi 1 Ağustos 2016
Yayımlandığı Sayı Yıl 2016 Cilt: 1 Sayı: 3

Kaynak Göster

APA Mahmutluoğlu, B., Tekinsoy, M. A., & Bağrıaçık, B. (2016). GRAIN DIFFUSION AND DISPERSION OF CLAYEY SOILS IN A CONSOLIDATION PHENOMENON. The International Journal of Energy and Engineering Sciences, 1(3), 23-32.

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