4.7 Article

Numerical analysis of the post-installation consolidated response of skirted foundations

Journal

COMPUTERS AND GEOTECHNICS
Volume 166, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2023.105931

Keywords

Skirted foundation; Consolidation; Large deformation; Installation effect

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This study analyzes the effect of the installation process on the subsequent foundation consolidation response. By comparing the results from large deformation finite element analysis and small strain finite element model, the influence of large soil deformations on consolidated bearing capacity is examined. The relationship between preload and settlement is determined and a revised time factor function is proposed.
The effect of the installation process on the subsequent foundation consolidation response requires assessment when the preload is initially applied. In the framework of effective stress, the influence of large soil deformations during penetration is analysed in this study using a comparison of results from large deformation finite element (LDFE) analysis based on periodic mesh regeneration (Ritss technique) and a 'wished-in-place' small strain finite element (SSFE) model. The LDFE results demonstrate that considerations of the skirt penetration and soil plug bulge lead to different soil excess pore pressure and void ratio change distributions from that of the SSFE analysis, thereby affecting the foundation settlement and consolidated bearing capacity. The normalised fully consolidated undrained bearing capacity grows linearly with the preload ratio for preloads higher than the penetration resistance, and the capacity obtained from the LDFE is higher. The settlement ratio and the pro-portion of partially consolidated to fully consolidated capacity gain can be represented as a hyperbolic function of a revised dimensionless time factor. The methods integrated in this study can be used to predict the increase in the vertical undrained capacity of skirted foundations after consolidation, accounting for installation effects in engineering practice.

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