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Year 2017, Volume: 1 Issue: 2, 1 - 9, 28.12.2017

Abstract

References

  • [1] Wang, L., Long, W., Gao, S. (2014) . Effect of Moisture Content, Void Ratio and Compacted Sand Content On the Shear Strength of Remolded Unsaturated Clay. EJGE, 19, Bund. Q , 4413-4425.
  • [2] Ghosh, R. (2013).Effect of soil moisture in the analysis of undrained shear strength of compacted clayey soil. Journal of Civil Engineering and Construction Technology, 4,1, 23-31.
  • [3] Mitchell, J. K. (1993). Fundamentals of soil behaviour. Wiley, New York.
  • [4] Zumrawi, M.M.E., Mohammed, L.A.D. (2016). Correlation of placement conditions and soil intrinsic properties with shear strength of cohesive soils. 7th Annual Conference for Postgraduate Studies and Scientific Research - Basic Sciences and Engineering Studies, Khartoum, Sudan.
  • [5] Topp, G.C., Ferre, P.A. (2002). Methods for measurement of soil water content: thermogravimetric using convective oven-drying. 5th Soil Science Society of America, Madison, WI, 422–424.
  • [6] Blahova,K., Sevelova,L.ve Pilarova, P.(2013). Influence of water content on the shear strength parameters of clayey soil in relation to stability analysis of a hillside in Brno region. Acta Universitatis Agriculturae Et Silviculturae Mendelianae Brunensis, 61, 6, 1583-1588.
  • [7] Wroth, C. P. ve Wood, D. M. (1978). The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15, 2, 137–145.
  • [8] Locat, J., Demers, D.(1988). Viscosity, yield stress, remolded strength and liquidity index telation-ships for sensitive clays. Canadian Geotechnical Journal, 25, 4, 799-806.
  • [9] Yilmaz, I,. (2009). A new testing method for indirect determination of the unconfined compressive strength of rocks. International Journal of Rock Mechanics & Mining Sciences, 46, 1349–1357.
  • [10] Kayabali, K., Aktürk, Ö., Fener, M., Üstün, A.B., Dikmen, O.,Harputlugil, F.H.(2015). Evaluation of Undrained Shear Strength of Fine-Grained Soils in Consideration of Soil Plasticity. Yerbilimleri, 36, 3, 121-136.
  • [11] Casagrande, A. (1932). Research on the Atterberg limits of soils. Public Roads.
  • [12] Skempton, A. W. ve Northey, R. D. (1953). The sensitivity of clays. Geotechnique, 3, 30–53.
  • [13] Belvisco, R., Clampoli, S., Cotecchia, V., ve Federico, A. (1985). Use of cone penetrometer to determine consistency limits. Ground Engineering.18,5, 21–22.
  • [14] Sharma, B. ve Bora P.K. (2003). Plastic limit, liquid limit and undrained shear strength of soil: Reappraisal. Geotechnical and Geoenvironmental Engineering, 129, 8, 774–777.
  • [15] Koumoto, T. ve Houlsby G.T. (2001). Theory and practice of the fall cone test. Geotechnique, 51,8, 701–712.
  • [16] Trauner, L., Dolinar, B. ve Misic, M. (2005). Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils. International Journal of Geomechanics, ASCE, 5,4, 350–355.
  • [17] Garcia, A.J.H., Jaime, Y.N.M., Contreras, A.M.Z., Bastardo L.D.S. ve Llovera, F.A.S. (2012). Savanna soil water content effect on its shear strength-compaction relationship. Revista Cientifica UDO Agricola, 12, 2, 324-337.
  • [18] Coduto, P. (2006), (Çev. Mollamahmutoğlu, M.).Geoteknik Mühendisliği İlkeler ve Uygulamalar. 39-80, 600-680.
  • [19] Harison, J.R. (1987). Correlation between California Bearing Ratio and Dynamic Cone Penetrometer Strength Measurement of Soils. Proc. Institution of Civil Engineers, London, Part-2, 83-87.

Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki

Year 2017, Volume: 1 Issue: 2, 1 - 9, 28.12.2017

Abstract

Killi bir zemin üzerine emniyetle bir yapıyı inşa
edebilmek için bu zeminin kayma dayanımı parametrelerinin ve mevsim
değişimlerinden kaynaklanabilecek su değişimlerinin kayma dayanımı üzerine etkisi
gibi  değişen koşullar altında nasıl
davrandığının bilinmesi gereklidir. Çünkü killer mineralojik kökeninden dolayı
ve yüzey alanlarının yüksek olması nedeniyle aynı inceliğe sahip olsa dahi kil
olmayan diğer zeminlere kıyasla  su
içeriğinden daha fazla etkilenirler. Bu çalışmada İstanbul'dan alınan Aliağa
kili ve Muğla'dan alınan Eşen kili numuneleri dinamik koşullar altında farklı
su muhtevalarında hazırlanarak serbest basınç deneyine tabi tutulmuştur. Elde
edilen sonuçlar kullanılarak serbest basınç dayanımı-likitlik indisi ilişkisi
incelenmiş ve sonuçların lineer olmadığı görülmüştür.

References

  • [1] Wang, L., Long, W., Gao, S. (2014) . Effect of Moisture Content, Void Ratio and Compacted Sand Content On the Shear Strength of Remolded Unsaturated Clay. EJGE, 19, Bund. Q , 4413-4425.
  • [2] Ghosh, R. (2013).Effect of soil moisture in the analysis of undrained shear strength of compacted clayey soil. Journal of Civil Engineering and Construction Technology, 4,1, 23-31.
  • [3] Mitchell, J. K. (1993). Fundamentals of soil behaviour. Wiley, New York.
  • [4] Zumrawi, M.M.E., Mohammed, L.A.D. (2016). Correlation of placement conditions and soil intrinsic properties with shear strength of cohesive soils. 7th Annual Conference for Postgraduate Studies and Scientific Research - Basic Sciences and Engineering Studies, Khartoum, Sudan.
  • [5] Topp, G.C., Ferre, P.A. (2002). Methods for measurement of soil water content: thermogravimetric using convective oven-drying. 5th Soil Science Society of America, Madison, WI, 422–424.
  • [6] Blahova,K., Sevelova,L.ve Pilarova, P.(2013). Influence of water content on the shear strength parameters of clayey soil in relation to stability analysis of a hillside in Brno region. Acta Universitatis Agriculturae Et Silviculturae Mendelianae Brunensis, 61, 6, 1583-1588.
  • [7] Wroth, C. P. ve Wood, D. M. (1978). The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15, 2, 137–145.
  • [8] Locat, J., Demers, D.(1988). Viscosity, yield stress, remolded strength and liquidity index telation-ships for sensitive clays. Canadian Geotechnical Journal, 25, 4, 799-806.
  • [9] Yilmaz, I,. (2009). A new testing method for indirect determination of the unconfined compressive strength of rocks. International Journal of Rock Mechanics & Mining Sciences, 46, 1349–1357.
  • [10] Kayabali, K., Aktürk, Ö., Fener, M., Üstün, A.B., Dikmen, O.,Harputlugil, F.H.(2015). Evaluation of Undrained Shear Strength of Fine-Grained Soils in Consideration of Soil Plasticity. Yerbilimleri, 36, 3, 121-136.
  • [11] Casagrande, A. (1932). Research on the Atterberg limits of soils. Public Roads.
  • [12] Skempton, A. W. ve Northey, R. D. (1953). The sensitivity of clays. Geotechnique, 3, 30–53.
  • [13] Belvisco, R., Clampoli, S., Cotecchia, V., ve Federico, A. (1985). Use of cone penetrometer to determine consistency limits. Ground Engineering.18,5, 21–22.
  • [14] Sharma, B. ve Bora P.K. (2003). Plastic limit, liquid limit and undrained shear strength of soil: Reappraisal. Geotechnical and Geoenvironmental Engineering, 129, 8, 774–777.
  • [15] Koumoto, T. ve Houlsby G.T. (2001). Theory and practice of the fall cone test. Geotechnique, 51,8, 701–712.
  • [16] Trauner, L., Dolinar, B. ve Misic, M. (2005). Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils. International Journal of Geomechanics, ASCE, 5,4, 350–355.
  • [17] Garcia, A.J.H., Jaime, Y.N.M., Contreras, A.M.Z., Bastardo L.D.S. ve Llovera, F.A.S. (2012). Savanna soil water content effect on its shear strength-compaction relationship. Revista Cientifica UDO Agricola, 12, 2, 324-337.
  • [18] Coduto, P. (2006), (Çev. Mollamahmutoğlu, M.).Geoteknik Mühendisliği İlkeler ve Uygulamalar. 39-80, 600-680.
  • [19] Harison, J.R. (1987). Correlation between California Bearing Ratio and Dynamic Cone Penetrometer Strength Measurement of Soils. Proc. Institution of Civil Engineers, London, Part-2, 83-87.
There are 19 citations in total.

Details

Subjects Civil Engineering
Journal Section Genel
Authors

Recep Akan

Sıddıka Nilay Keskin

Mehmet Fatih Yazıcı

Publication Date December 28, 2017
Published in Issue Year 2017 Volume: 1 Issue: 2

Cite

APA Akan, R., Keskin, S. N., & Yazıcı, M. F. (2017). Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki. Kilis 7 Aralık Üniversitesi Fen Ve Mühendislik Dergisi, 1(2), 1-9.
AMA Akan R, Keskin SN, Yazıcı MF. Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki. KİFMD. December 2017;1(2):1-9.
Chicago Akan, Recep, Sıddıka Nilay Keskin, and Mehmet Fatih Yazıcı. “Killi Zeminlerin Su Muhtevası Ile Serbest Basınç Mukavemeti Arasındaki İlişki”. Kilis 7 Aralık Üniversitesi Fen Ve Mühendislik Dergisi 1, no. 2 (December 2017): 1-9.
EndNote Akan R, Keskin SN, Yazıcı MF (December 1, 2017) Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki. Kilis 7 Aralık Üniversitesi Fen ve Mühendislik Dergisi 1 2 1–9.
IEEE R. Akan, S. N. Keskin, and M. F. Yazıcı, “Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki”, KİFMD, vol. 1, no. 2, pp. 1–9, 2017.
ISNAD Akan, Recep et al. “Killi Zeminlerin Su Muhtevası Ile Serbest Basınç Mukavemeti Arasındaki İlişki”. Kilis 7 Aralık Üniversitesi Fen ve Mühendislik Dergisi 1/2 (December 2017), 1-9.
JAMA Akan R, Keskin SN, Yazıcı MF. Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki. KİFMD. 2017;1:1–9.
MLA Akan, Recep et al. “Killi Zeminlerin Su Muhtevası Ile Serbest Basınç Mukavemeti Arasındaki İlişki”. Kilis 7 Aralık Üniversitesi Fen Ve Mühendislik Dergisi, vol. 1, no. 2, 2017, pp. 1-9.
Vancouver Akan R, Keskin SN, Yazıcı MF. Killi Zeminlerin Su Muhtevası ile Serbest Basınç Mukavemeti Arasındaki İlişki. KİFMD. 2017;1(2):1-9.