Revisiting the analytical solutions for ultimate bearing capacity of pile embedded in rocks

Revisiting the analytical solutions for ultimate bearing capacity of pile embedded in rocks

This paper investigates the validity and shortcomings of the existing analytical solution for the ultimate bearing capacity of a pile embedded in a rock mass using the modified Hoek–Brown failure criterion. Although this criterion is considered a reference value for empirical and numerical calculati...

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Bibliographic Details
Main Authors: A. Picardo, M.A. Millán, R. Galindo, A. Alencar
Format: Article
Language:English
Published: Elsevier 2023-06-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Discontinuity layout optimization (DLO)
Analytical solution
Bearing capacity
Deep foundations
Hoek–Brown failure criterion
Finite difference method (FDM)
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775522002384

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http://www.sciencedirect.com/science/article/pii/S1674775522002384

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