Research Article
BibTex RIS Cite

DERİN ZEMİN KARIŞTIRMA YÖNTEMİYLE İYİLEŞTİRİLEN ORGANİK ZEMİNLERİN DAYINIMI

Year 2023, , 179 - 197, 30.06.2023
https://doi.org/10.34186/klujes.1310196

Abstract

Derin karıştırma yöntemi bağlayıcı kullanılarak zeminin mukavemet ve oturma gibi özeliklerinin iyileştirilmesi için kullanılan zemin iyileştirme yöntemlerinden birisidir. Organik zeminlerin su muhtevası, pH, organik yüzdesi ve içerdiği organik maddeler nedeniyle bu iyileştirme işlemi daha da zorlaşmaktadır. Bu çalışmada zemin derin karıştırma yönteminin organik zeminlerde uygulanabilirliğini ve ona etki eden parametreleri değerlendirmek amacıyla literatürde yer alan on beş ayrı çalışma incelenmiş ve toplamda 224 veri elde edilmiştir. Bu veriler su muhtevası, kullanılan bağlayıcı çeşidi, dozaj ve içerdikleri organik yüzdesi açısından serbest basınç mukavemetiyle olan ilişkileri incelenmiştir.

Supporting Institution

Bilimsel Araştırma Projeleri(BAP)

Project Number

35857

References

  • Kitazume, M, & Terashi, M., The Deep Mixing Method, Tokyo: CRC Press, 2012.
  • M. Terashi, (2009). Current Practice and Future Perspective of Quality Assurance and Quality Control for Deep-Mixed Ground, Deep Mixing Symposium, Okinawa.
  • Porbaha, A, Tanaka, H., and Kobayashi, M., (1998). State of the art in deep mixing technology, Journal of ISSMGE, cilt 2, no. 3, pp. 125-139.
  • Kitazume, M. and Maruyama, K., (2005). Collapse failure of group column type deep mixing improved ground under embankment, International Conference on Deep Mixing – Best Practice and Recent Advance, 245‐254.
  • H. ZORIYEH ALIGHOLI, Organik zeminlerin derin karıştırma yöntemi ile iyileştirilmesi., İSTANBUL: İstanbul Cerrahpaşa Üniversitesi,Lisansüstü Eğitim Enistitusu, Doktora Tezi.
  • C. D. I. O. Technology, The Deep Mixing Method – Principle,Design and Construction, A.A. Balkema Publishers, 2002.
  • M. Terashi (1997). Theme Lecture: Deep Mixing Method Brief State of the Art,» %1 içinde 14th International Conference on Soil Mechanics and Foundation Engineering.
  • Piotr Kanty et al,. (2017).Some Remarks on Practical Aspects of Laboratory Testing of Deep Soil Mixing Composites Achieved in Organic Soils, IOP Conf. Ser.: Mater. Sci. Eng.
  • Kanty, P., Kiecana, M., & Prokopowicz, P., (2019). Some remarks on statistic approach to strength testing of soil-cement composites., E3S Web of Conferences.
  • Karpisz, I., Pyda, J., Cichy, L., & Sobala, D. (2018). Study of the effect of cement amount on the soil-cement sample strength. IOP Conference Series: Materials Science and Engineering.
  • Jendrysik, K., Pachnicz, M., & Dudziński, P. (2019). Parameters of the constitutive model of geomaterials formed with the use of DSM dry technology, E3S Web of Conferences.
  • Kiecana, M., Kanty, P., & Łużyńska, K. (2018). Optimal control time evaluation for “dry DSM” soil-cement composites, MATEC Web of Conferences.
  • Dehghanbanadaki, A., Khari, M., Arefnia, A., Ahmad, K., & Motamedi, S, (2019). A study on UCS of stabilized peat with natural filler: a computational estimation approach, KSCE Journal of Civil Engineering, cilt 23, pp. 160-1572.
  • S. D. Baker,(2015. Laboratory Evaluation of Organic Soil Mixing., South Florida: University of South Florida.
  • Kido, Y., Nishimoto, S., Hayashi, H., & Hashimoto, H, (2009). Effects of curing temperatures on the strength of cement-treated peat, Proceedings of International Symposium on Deep Mixing and Admixture Stabilization.
  • Tang, B. L., Bakar, I., & Chan, C. M. (2011). Reutilization of organic and peat soils by deep cement mixing, World Academy of Science, Engineering and Technology, cilt 50, pp. 674-679, 2011.
  • Hebib, S., & Farrell, E. R., (2003). Some experiences on the stabilization of Irish peats,» Canadian geotechnical journal, cilt 1, no. 40, pp. 107-120.
  • [Hernandez-Martinez, F. G., & Al-Tabbaa, A. (2005). Mechanical properties of stabilised peat based on laboratory testing, 16th International Conference on Soil Mechanics and Geotechnical Engineering.
  • Rahmi, A., Taib, S. N. L., & Sahdi, F., (2018). Investigation of the application of various water additive ratios on unconfined compressive strength of cement-stabilized amorphous peat at different natural moisture contents, Advances in Civil Engineering.
  • Kolay, P. K., & Romali, N. S. B., (2007). STABILIZATION OF ORGANIC SOIL BY USING DIFFERENT TYPES OF STABILIZER., International Conference on Civil Engineering in the New Millennium: Opportunities and Challenges , Shibpur, India.
  • Harris, P., Harvey, O., Puppala, A. J., Sebesta, S., Chikyala, S. R., & Saride, S. (2009). Mitigating the effects of organics in stabilized soils, FHWA/TX, Texas. Dept. of Transportation.
  • J. G. S. Standard, (2005). Practice for Making and Curing,» %1 içinde International Conference on Deep Mixing.
  • Hernandez-Martinez, F. G., Al-Tabbaa, A., Medina-Cetina, Z., & Yousefpour, N.(2021). Stiffness and strength of stabilized organic soils—part i/ii: Experimental database and statistical description for machine learning modelling, Geosciences, cilt 6, no. 11, p. 243.

STRENGTH OF ORGANIC SOILS IMPROVED BY DEEP SOIL MIXING METHOD

Year 2023, , 179 - 197, 30.06.2023
https://doi.org/10.34186/klujes.1310196

Abstract

Deep mixing method is one of the methods used to improve the properties of soil such as strength, permeability and compressibility by adding binder. The improvement process becomes more challenging when dealing with organic soils due to their water content, pH, organic content, and presence of organic matter. This study aims to evaluate the applicability of the deep soil mixing method in organic soils and assess the parameters that influence it. A total of 224 data points were obtained from fifteen individual studies to analyses the relationships between the data, including water content, type of binder used, dosage applied, and their respective organic percentages, with the unconfined compressive strength. As a result of the study, the increase in water content and organic percentage caused a decrease in the strength values, and the increase in the amount of binder used led to an increase in the strength values. As a result, when the right conditions are met, it is possible to reach the values offered by FHWA for the deep mixing method in organic soils as well as inorganic soils.

Project Number

35857

References

  • Kitazume, M, & Terashi, M., The Deep Mixing Method, Tokyo: CRC Press, 2012.
  • M. Terashi, (2009). Current Practice and Future Perspective of Quality Assurance and Quality Control for Deep-Mixed Ground, Deep Mixing Symposium, Okinawa.
  • Porbaha, A, Tanaka, H., and Kobayashi, M., (1998). State of the art in deep mixing technology, Journal of ISSMGE, cilt 2, no. 3, pp. 125-139.
  • Kitazume, M. and Maruyama, K., (2005). Collapse failure of group column type deep mixing improved ground under embankment, International Conference on Deep Mixing – Best Practice and Recent Advance, 245‐254.
  • H. ZORIYEH ALIGHOLI, Organik zeminlerin derin karıştırma yöntemi ile iyileştirilmesi., İSTANBUL: İstanbul Cerrahpaşa Üniversitesi,Lisansüstü Eğitim Enistitusu, Doktora Tezi.
  • C. D. I. O. Technology, The Deep Mixing Method – Principle,Design and Construction, A.A. Balkema Publishers, 2002.
  • M. Terashi (1997). Theme Lecture: Deep Mixing Method Brief State of the Art,» %1 içinde 14th International Conference on Soil Mechanics and Foundation Engineering.
  • Piotr Kanty et al,. (2017).Some Remarks on Practical Aspects of Laboratory Testing of Deep Soil Mixing Composites Achieved in Organic Soils, IOP Conf. Ser.: Mater. Sci. Eng.
  • Kanty, P., Kiecana, M., & Prokopowicz, P., (2019). Some remarks on statistic approach to strength testing of soil-cement composites., E3S Web of Conferences.
  • Karpisz, I., Pyda, J., Cichy, L., & Sobala, D. (2018). Study of the effect of cement amount on the soil-cement sample strength. IOP Conference Series: Materials Science and Engineering.
  • Jendrysik, K., Pachnicz, M., & Dudziński, P. (2019). Parameters of the constitutive model of geomaterials formed with the use of DSM dry technology, E3S Web of Conferences.
  • Kiecana, M., Kanty, P., & Łużyńska, K. (2018). Optimal control time evaluation for “dry DSM” soil-cement composites, MATEC Web of Conferences.
  • Dehghanbanadaki, A., Khari, M., Arefnia, A., Ahmad, K., & Motamedi, S, (2019). A study on UCS of stabilized peat with natural filler: a computational estimation approach, KSCE Journal of Civil Engineering, cilt 23, pp. 160-1572.
  • S. D. Baker,(2015. Laboratory Evaluation of Organic Soil Mixing., South Florida: University of South Florida.
  • Kido, Y., Nishimoto, S., Hayashi, H., & Hashimoto, H, (2009). Effects of curing temperatures on the strength of cement-treated peat, Proceedings of International Symposium on Deep Mixing and Admixture Stabilization.
  • Tang, B. L., Bakar, I., & Chan, C. M. (2011). Reutilization of organic and peat soils by deep cement mixing, World Academy of Science, Engineering and Technology, cilt 50, pp. 674-679, 2011.
  • Hebib, S., & Farrell, E. R., (2003). Some experiences on the stabilization of Irish peats,» Canadian geotechnical journal, cilt 1, no. 40, pp. 107-120.
  • [Hernandez-Martinez, F. G., & Al-Tabbaa, A. (2005). Mechanical properties of stabilised peat based on laboratory testing, 16th International Conference on Soil Mechanics and Geotechnical Engineering.
  • Rahmi, A., Taib, S. N. L., & Sahdi, F., (2018). Investigation of the application of various water additive ratios on unconfined compressive strength of cement-stabilized amorphous peat at different natural moisture contents, Advances in Civil Engineering.
  • Kolay, P. K., & Romali, N. S. B., (2007). STABILIZATION OF ORGANIC SOIL BY USING DIFFERENT TYPES OF STABILIZER., International Conference on Civil Engineering in the New Millennium: Opportunities and Challenges , Shibpur, India.
  • Harris, P., Harvey, O., Puppala, A. J., Sebesta, S., Chikyala, S. R., & Saride, S. (2009). Mitigating the effects of organics in stabilized soils, FHWA/TX, Texas. Dept. of Transportation.
  • J. G. S. Standard, (2005). Practice for Making and Curing,» %1 içinde International Conference on Deep Mixing.
  • Hernandez-Martinez, F. G., Al-Tabbaa, A., Medina-Cetina, Z., & Yousefpour, N.(2021). Stiffness and strength of stabilized organic soils—part i/ii: Experimental database and statistical description for machine learning modelling, Geosciences, cilt 6, no. 11, p. 243.
There are 23 citations in total.

Details

Primary Language Turkish
Subjects Civil Geotechnical Engineering
Journal Section Issue
Authors

Hossein Zoriyeh Aligholi 0009-0004-2747-1942

Prof. Dr. İlknur Bozbey 0000-0002-1580-8876

Project Number 35857
Publication Date June 30, 2023
Published in Issue Year 2023

Cite

APA Zoriyeh Aligholi, H., & Bozbey, P. D. İ. (2023). DERİN ZEMİN KARIŞTIRMA YÖNTEMİYLE İYİLEŞTİRİLEN ORGANİK ZEMİNLERİN DAYINIMI. Kirklareli University Journal of Engineering and Science, 9(1), 179-197. https://doi.org/10.34186/klujes.1310196