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Bueno Aguado, Manuel, Escolano Sanchez, Felix ORCID: https://orcid.org/0000-0001-7813-180X and Sanz Pérez, Eugenio
ORCID: https://orcid.org/0000-0002-1178-1119
(2020).
Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill.
"Applied Sciences", v. 10
(n. 2);
pp. 1-10.
ISSN 2076-3417.
https://doi.org/10.3390/app10020613.
Title: | Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill |
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Author/s: |
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Item Type: | Article |
Título de Revista/Publicación: | Applied Sciences |
Date: | January 2020 |
ISSN: | 2076-3417 |
Volume: | 10 |
Subjects: | |
Freetext Keywords: | horizontal reaction modulus; laterally loaded piles; p-y method; SPT correlations |
Faculty: | E.T.S.I. Civil (UPM) |
Department: | Ingeniería Civil: Construcción, Infraestructura y Transporte |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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Engineers are often concerned with the capability of a particular mathematical model to simulate a real-scale phenomenon. Model uncertainty is a relevant issue in order to assess the safety factor of a particular structure. In this paper, large-scale laterally loaded pile outputs are compared to predictions using well-known formulations. In this way, an insight on model uncertainty is presented. Both p-y method proposed by the API, and the horizontal reaction modulus proposed in many codes are used to predict displacement. Both are correlated to the site investigation. In this way, engineers are provided with a critical view of the available prediction methods to assess laterally loaded pile behaviour.
Item ID: | 63557 |
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DC Identifier: | https://oa.upm.es/63557/ |
OAI Identifier: | oai:oa.upm.es:63557 |
DOI: | 10.3390/app10020613 |
Official URL: | https://www.mdpi.com/2076-3417/10/2/613 |
Deposited by: | Memoria Investigacion |
Deposited on: | 26 Aug 2022 07:53 |
Last Modified: | 26 Aug 2022 07:53 |