Analytical method for laterally loaded offshore slender piles near sandy slopes considering slope deformation
Author:
Affiliation:
1. School of Resources and Safety Engineering, Central South University, Changsha, China
Funder
National Natural Science Foundation of China
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2335559
Reference46 articles.
1. Briaud, J. L., T. Smith, and B. Meyer. 1983. “Laterally Loaded Piles and the Pressuremeter: Comparison of Existing Methods.” In Laterally Loaded Deep Foundations: Analysis and Performance, edited by J. A. Langer, E. T. Mosley and C. D. Thompson, 97–111. Kansas City, MO: ASTM, STP835.
2. A simplified quasi-static analysis of wave-induced residual liquefaction of seabed around an immersed tunnel
3. Lateral soil resistance of rigid pile in cohesionless soil on slope
4. Lateral capacity of a two-pile group foundation model located near slope in sand
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