EN
Geotechnical Preliminary Design of Onshore Wind Turbine Foundations
Öz
A simplified geotechnical design procedure for foundations of onshore wind turbines is often beneficial because it can provide the types and sizes of foundations required to perform financial feasibility analysis of a project, and can also be used for preliminary design. This study presents a simplified method for designing onshore gravity-based foundations based on limited required data, namely, loads acting on foundations, data provided by manufacturers, and soil properties. The detailed design issues that may be essential for the final design are also discussed. A flowchart of the design process is also presented to visualize the geotechnical design of such foundations. The required calculation procedures can be easily carried out either through a series of spreadsheets or simple hand calculations. An example problem explaining the design of onshore wind turbine foundations was presented to demonstrate the proposed calculation procedure. The data used for the calculations were obtained from the literature. The proposed flowchart provides a quick way for the preliminary design of foundations of onshore wind turbine foundations. The foundation system obtained from the preliminary geotechnical design was numerically modeled using Plaxis 3D software. The global stability of the foundation system under Ultimate Limit State (ULS) loads and soil pressure developed under the foundation were calculated. The soil pressure beneath the foundation under Serviceability Limit States (SLS) loads and the total settlement and rotation of the foundation were calculated. The results obtained from the Plaxis 3D software and those obtained from the preliminary design were in agreement.
Anahtar Kelimeler
Teşekkür
The author would like to thank Professor Subhamoy Bhattacharya, who is the chair of Geomechanics at University of Surrey, for sponsoring and supporting the research.
Kaynakça
- [1] https://ourworldindata.org/grapher/electricity-prod-source-stacked
- [2] Yilmaz, M. (2014). Foundation Soil Response to Wind Turbine Generator Loading (Master's Thesis). University of Wisconsin-Madison.
- [3] Mawer, B. W. (2015). An Introduction to Geotechnical Design of South African Wind Turbine Gravity Foundations (Master's Thesis). University of Cape Town.
- [4] Ntambakwa, E., Yu, H., Guzman, C., & Rogers, M. (2016). Geotechnical Design Considerations for Onshore Wind Turbine Shallow Foundations. Geotechnical and Structural Engineering Congress 2016 (pp. 1153-1165). Phoenix: ASCE.
- [5] Mohamed W and Austrell PE (2018). A comparative study of three onshore wind turbine foundation solutions. Computers and Geotechnics 94:46-57.
- [6] Yaşar (2019). Analysis of a wind turbine foundation on stiff clay with analytical and 3D Finite Element Methods, Master Thesis, Middle East Technical University.
- [7] IEC TC88-61400-6 (2015). International Standard IEC 61400-1 Third Edition, Wind Turbines- Part 1: Design Requirements.
- [8] Terzaghi K. (1943). Theoretical Soil Mechanics, Wiley, New York.
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yazarlar
Erken Görünüm Tarihi
25 Aralık 2023
Yayımlanma Tarihi
31 Aralık 2023
Gönderilme Tarihi
30 Mayıs 2023
Kabul Tarihi
12 Ağustos 2023
Yayımlandığı Sayı
Yıl 2023 Cilt: 16 Sayı: 3
APA
Demirci, H. E. (2023). Geotechnical Preliminary Design of Onshore Wind Turbine Foundations. Erzincan University Journal of Science and Technology, 16(3), 756-781. https://doi.org/10.18185/erzifbed.1306867
AMA
1.Demirci HE. Geotechnical Preliminary Design of Onshore Wind Turbine Foundations. Erzincan University Journal of Science and Technology. 2023;16(3):756-781. doi:10.18185/erzifbed.1306867
Chicago
Demirci, Hasan Emre. 2023. “Geotechnical Preliminary Design of Onshore Wind Turbine Foundations”. Erzincan University Journal of Science and Technology 16 (3): 756-81. https://doi.org/10.18185/erzifbed.1306867.
EndNote
Demirci HE (01 Aralık 2023) Geotechnical Preliminary Design of Onshore Wind Turbine Foundations. Erzincan University Journal of Science and Technology 16 3 756–781.
IEEE
[1]H. E. Demirci, “Geotechnical Preliminary Design of Onshore Wind Turbine Foundations”, Erzincan University Journal of Science and Technology, c. 16, sy 3, ss. 756–781, Ara. 2023, doi: 10.18185/erzifbed.1306867.
ISNAD
Demirci, Hasan Emre. “Geotechnical Preliminary Design of Onshore Wind Turbine Foundations”. Erzincan University Journal of Science and Technology 16/3 (01 Aralık 2023): 756-781. https://doi.org/10.18185/erzifbed.1306867.
JAMA
1.Demirci HE. Geotechnical Preliminary Design of Onshore Wind Turbine Foundations. Erzincan University Journal of Science and Technology. 2023;16:756–781.
MLA
Demirci, Hasan Emre. “Geotechnical Preliminary Design of Onshore Wind Turbine Foundations”. Erzincan University Journal of Science and Technology, c. 16, sy 3, Aralık 2023, ss. 756-81, doi:10.18185/erzifbed.1306867.
Vancouver
1.Hasan Emre Demirci. Geotechnical Preliminary Design of Onshore Wind Turbine Foundations. Erzincan University Journal of Science and Technology. 01 Aralık 2023;16(3):756-81. doi:10.18185/erzifbed.1306867
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