Experimental and numerical investigations on the mechanical response of full-scale PHC pile foundations for solar power generation
Author:
Funder
National Natural Science Foundation of China
Science and Technology Innovation Plan Of Shanghai Science and Technology Commission
Shanghai Municipal Education Commission
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02257-4.pdf
Reference46 articles.
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2. Bedford A, Liechti KM (2004) Mechanics of materials. Springer, Cham
3. Benammar S, Tee KF (2019) Structural reliability analysis of a heliostat under wind load for concentrating solar power. Sol Energy 181:43–52. https://doi.org/10.1016/j.solener.2019.01.085
4. Blackmon JB (2014) Heliostat drive unit design considerations—site wind load effects on projected fatigue life and safety factor. Sol Energy 105:170–180. https://doi.org/10.1016/j.solener.2014.02.045
5. Broms BB (1964) Lateral resistance of piles in cohesionless soils. ASCE Soil Mech Found Div J 90(3):123–156
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