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Half-Plane with a One-Dimensional Semi-Infinite Stiffener: Application to Solving the Problem of Pile–Rock Interaction
- Authors: Vlasov A.N.1, Vlasov D.A.2, Kovalenko M.D.1
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Affiliations:
- Institute of Applied Mechanics, Russian Academy of Sciences
- Moscow State University of Civil Engineering (National Research University)
- Issue: Vol 89, No 2 (2025)
- Pages: 348-364
- Section: Articles
- URL: https://ruspoj.com/0032-8235/article/view/686782
- DOI: https://doi.org/10.31857/S0032823525020105
- EDN: https://elibrary.ru/ILTDHE
- ID: 686782
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Abstract
An exact solution to an elastic boundary value problem is constructed for a half-plane with a one-dimensional, semi-infinite stiffener perpendicular to its straight boundary. A point force is applied at the top of the stiffener. This solution is compared with a numerical simulation of a finite-length pile using three-dimensional finite element (FE) analysis. By applying correction factors, the transition from a two-dimensional problem to a three-dimensional one is achieved in the analytical solution.
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About the authors
A. N. Vlasov
Institute of Applied Mechanics, Russian Academy of Sciences
Author for correspondence.
Email: bah1955@yandex.ru
Russian Federation, Moscow
D. A. Vlasov
Moscow State University of Civil Engineering (National Research University)
Email: vlasov.daniil1994@gmail.com
Russian Federation, Moscow
M. D. Kovalenko
Institute of Applied Mechanics, Russian Academy of Sciences
Email: kov08@inbox.ru
Russian Federation, Moscow
References
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