Effect of Wing Ratio of Single Helix Screw Pile on Ultimate Compression Capacity Embedded in Cohesionless Soil
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-6277-5_29
Reference33 articles.
1. Wheeler, L. N., Hendry, M. T., Take, W. A., & Hoult, N. A. (2018). Field performance of a peat railway subgrade reinforced with helical screw piles. Canadian Geotechnical Journal, 55(12), 1888–1899.
2. Abdelghany, Y., Eng, P., & El Naggar, H. (2016). Helical screw piles performance–A versatile efficient foundation system alternative for rehabilitation, new sustainable structures construction and infrastructure delivery.
3. Byrne, B. W., & Houlsby, G. T. (2015). Helical piles: An innovative foundation design option for offshore wind turbines. Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 373(2035), 20140081.
4. Perko, H. A. (2009). Helical piles: A practical guide to design and installation. John Wiley & Sons.
5. Nagata, M., & Hirata, H. (2005). Study on uplift resistance of screwed steel pile. Lateral (kPa), 150(150), 150.
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