Araştırma Makalesi

Regression Analysis of Soil Compaction Parameters Using Support Vector Method

Cilt: 14 Sayı: 4 28 Aralık 2018
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Regression Analysis of Soil Compaction Parameters Using Support Vector Method

Öz

Some challenging studies are experimentally applied for characterizing parameters in Proctor compaction tests. Compression of a fill is mechanically done in Compaction process. Compaction is a physical process which gets the soil into a dense state. Improving the shear strength and decreasing the compressibility and permeability of the soil can be done with this physical process. Support Vector Machine (SVM) is a popular method due to its performance today. This method is commonly employed in the regression analysis as well as being used in the classification process. In this study, SVM was employed to predict of compaction parameters (maximum dry unit weight and optimum moisture content) without making any experiments in a soil laboratory. In the study, more than a hundred compaction data collected from the small dams in central Anatolia region was employed. In the study, R errors are satisfied (0.92 and 0.89) for SVM models. Consequently, the proposed regression analysis with SVM is useful for model design of the projects in where there are limitations as financial and temporal.

Anahtar Kelimeler

Kaynakça

  1. 1. Holtz R.D, Kovacs W.D, Compaction, An Introduction to Geotechnical Engineering, New Jersey, USA: Prentice Hall, 1981, pp 109–161.
  2. 2. Jumikis A.R, Geology of Soils of the Newark (N.J.) Metropolitan Area, Journal of the Soil Mechanics and Foundations Division, 1958, 84(2), 1–41.
  3. 3. McRae J.L, Index of Compaction Characteristics, Symposium on Application of Soil Testing in Highway Design and Construction, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1959, pp 119-127.
  4. 4. Joslin J, Ohio’s Typical Moisture-Density Curves, Symposium on Application of Soil Testing in Highway Design and Construction, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1958, 111-118.
  5. 5. Johnson A and Sallberg J, Factors influencing compaction results, Washington, DC: Highway research board bulletin no. 319, 1962; pp 171.
  6. 6. Al-Khafaji A.N, Estimation of soil compaction parameters by means of Atterberg limits, Quarterly Journal of Engineering Geology and Hydrogeology, 1987, 26(4), 359–368.
  7. 7. Sridharan A, Nagaraj H.B, Plastic limit and compaction characteristics of finegrained soils, Proceedings of the Institution of Civil Engineers - Ground Improvement, 2005, 9(1), 17–22.
  8. 8. Sridharan A, Gurtug Y, Compressibility characteristics of soils, Geotechnical & Geological Engineering, 2005, 23(5), 615–634.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Mühendislik

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

28 Aralık 2018

Gönderilme Tarihi

31 Temmuz 2018

Kabul Tarihi

15 Ekim 2018

Yayımlandığı Sayı

Yıl 2018 Cilt: 14 Sayı: 4

Kaynak Göster

APA
Günaydın, O., Özbeyaz, A., & Söylemez, M. (2018). Regression Analysis of Soil Compaction Parameters Using Support Vector Method. Celal Bayar University Journal of Science, 14(4), 443-447. https://doi.org/10.18466/cbayarfbe.449644
AMA
1.Günaydın O, Özbeyaz A, Söylemez M. Regression Analysis of Soil Compaction Parameters Using Support Vector Method. Celal Bayar University Journal of Science. 2018;14(4):443-447. doi:10.18466/cbayarfbe.449644
Chicago
Günaydın, Osman, Abdurrahman Özbeyaz, ve Mehmet Söylemez. 2018. “Regression Analysis of Soil Compaction Parameters Using Support Vector Method”. Celal Bayar University Journal of Science 14 (4): 443-47. https://doi.org/10.18466/cbayarfbe.449644.
EndNote
Günaydın O, Özbeyaz A, Söylemez M (01 Aralık 2018) Regression Analysis of Soil Compaction Parameters Using Support Vector Method. Celal Bayar University Journal of Science 14 4 443–447.
IEEE
[1]O. Günaydın, A. Özbeyaz, ve M. Söylemez, “Regression Analysis of Soil Compaction Parameters Using Support Vector Method”, Celal Bayar University Journal of Science, c. 14, sy 4, ss. 443–447, Ara. 2018, doi: 10.18466/cbayarfbe.449644.
ISNAD
Günaydın, Osman - Özbeyaz, Abdurrahman - Söylemez, Mehmet. “Regression Analysis of Soil Compaction Parameters Using Support Vector Method”. Celal Bayar University Journal of Science 14/4 (01 Aralık 2018): 443-447. https://doi.org/10.18466/cbayarfbe.449644.
JAMA
1.Günaydın O, Özbeyaz A, Söylemez M. Regression Analysis of Soil Compaction Parameters Using Support Vector Method. Celal Bayar University Journal of Science. 2018;14:443–447.
MLA
Günaydın, Osman, vd. “Regression Analysis of Soil Compaction Parameters Using Support Vector Method”. Celal Bayar University Journal of Science, c. 14, sy 4, Aralık 2018, ss. 443-7, doi:10.18466/cbayarfbe.449644.
Vancouver
1.Osman Günaydın, Abdurrahman Özbeyaz, Mehmet Söylemez. Regression Analysis of Soil Compaction Parameters Using Support Vector Method. Celal Bayar University Journal of Science. 01 Aralık 2018;14(4):443-7. doi:10.18466/cbayarfbe.449644

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