Effects of Cyclic and Post-cyclic Loading on Lateral Response of Flexible Piles Embedded in Dry Sand
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00790-5.pdf
Reference26 articles.
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3. Langer JA et al (1984) Laterally loaded deep foundations: analysis and performance: a symposium. ASTM In. https://doi.org/10.1520/STP835-EB
4. Matlock H (1970) Correlation for design of laterally loaded piles in soft clay. In: Offshore technology conference. OnePetro. https://doi.org/10.4043/1204-MS
5. Api R (2000) Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design. API RP A 2
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1. An Experimental Study on the Lateral Behavior of Piles in Unsaturated Sand Under Monotonic, Cyclic and Post Cyclic Loading;Geotechnical and Geological Engineering;2024-01-21
2. Cyclic p-y curve model of piles subjected to two-way load considering the collapse and densification of sand;Ocean Engineering;2023-12
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