Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill

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.

Description

Title: Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill
Author/s:
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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Abstract

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.

More information

Item ID: 63557
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
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