Investigation of Kırıkkale City Drilling Results on Neighborhood Bases and Improvement of Consolidation Values by Fly Ash Contribution

Yıl 2019, Cilt: 3 Sayı: 1, 31 - 41, 30.06.2019

Baran Toprak , İlker Kalkan

Öz

Swelling of soil is known as a volume expansion under
various climatic effects. The swelling potential of the clay ground causes
significant deformations on the constructions. The city, economically hosting
many military factories, refineries, natural gas conversion plants and
hydroelectric power plants. It is also a transit point for trips with more than
forty cities. When it is added to the population of more than two hundred
tousand which is hosted, it is almost necessary for our country to examine the
ground character of Kırıkkale in a healthy way. In the study, high plastice
clay grounds (CH) were investigated in Kırıkkale province in
2014-2015-2016-2017 years. Considering the data from the drilling work, the
neighborhood list will be prepared and the results of the treatment with fly
ash additives will be investigated in order to reduce the swelling potential in
the determined locations.

Anahtar Kelimeler

Kırıkkale, High Plasticity Clay Grounds, Fly Ash, Swelling Potential

Investigation of Kırıkkale City Drilling Results on Neighborhood Bases and Improvement of Consolidation Values by Fly Ash Contribution

Öz

Swelling of soil is known as a volume expansion under various climatic effects. The swelling potential of the clay ground causes significant deformations on the constructions. The city, economically hosting many military factories, refineries, natural gas conversion plants and hydroelectric power plants. It is also a transit point for trips with more than forty cities. When it is added to the population of more than two hundred tousand which is hosted, it is almost necessary for our country to examine the ground character of Kırıkkale in a healthy way. In the study, high plastice clay grounds (CH) were investigated in Kırıkkale province in 2014-2015-2016-2017 years. Considering the data from the drilling work, the neighborhood list will be prepared and the results of the treatment with fly ash additives will be investigated in order to reduce the swelling potential in the determined locations.

Anahtar Kelimeler

Kırıkkale, High Plasticity Clay Grounds, Fly Ash, Swelling Potential

Kaynakça

• Çokça, E. and Birand, A. A., (1993). Prediction of swelling potential of Ankara soils by methylene blue test. Doga Turkish Journal of Engineering and Environmental Sciences, Vol. 17, pp. 57-63.
• Das, B. M., (2007). Theoretical Foundation Engineering, Elsevier Science Publishers B.V., U.S.A.
• Erguler, Z.A., (2001). An investigation on the swelling behavior of Ankara clay and effect of disturbance on swelling, determination of swelling potential by empirical equations. MSc Thesis, Department of Geological Engineering, Hacettepe University, Ankara, Turkey.
• Erguler, Z.A., Ulusay, R., (2003a). Engineering characteristics and environmental impacts of the expansive Ankara clay, and swelling maps for SW and central parts of the Ankara (Turkey) metropolitan area. Environmental Geology, Vol. 44 (8), pp. 979-992.
• Erguler, Z.A., Ulusay, R., (2003b). A simple test and predictive models for assessing swell potential of Ankara (Turkey). Engineering Geology, Vol. 67, pp. 331-352.Gunaratne, M. (2006). The Foundation Engineering Handbook, CRC Taylor & Francis Group, Boca Raton FL U.S.A.
• Kırıkkale Belediyesi İmar ve Şehircilik Müdürlüğü, Sondaj Verileri, 2014-2017, Kırıkkale, Turkey