A 1-D model to describe the suction anchor–soil plug interaction under sustained uplift loads

We present a one-dimensional model, based on displacement compatibility and continuity of the water mass equations, to describe the mechanical and hydraulic interaction at the contact between the caisson lid and the soil plug during the uplift process of a suction caisson. The model has been specifically conceived as an alternative to the technique based on the use of a layer of poroelastic FE, widely presented in the literature and referred to as water elements. The proposed model, which depends on two parameters having a clear physical meaning, has been encoded in a Fortran-based UAMP subroutine and used in an incremental FE procedure to simulate the progressive sliding failure of a caisson under sustained loads. The results, which are in very good agreement with previous numerical studies based on the use of the water elements, are also compared with those obtained from a simplified numerical approach, in which a bonded lid–plug contact is considered. The comparison is presented to further assess the effectiveness of the proposed 1-D model and to highlight the limitations of the simplified method, clarifying the extent to which these simplifications can be deemed acceptable for engineering purposes.

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Publication Details

Journal
Computers and Geotechnics
Published
2025-03-11
DOI
https://doi.org/10.1016/j.compgeo.2025.107175
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
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article

A 1-D model to describe the suction anchor–soil plug interaction under sustained uplift loads

Augusto Desideri, Sebastiano Rampello, A. Rosati
Computers and Geotechnics
Geotechnical Engineering and Soil Mechanics
article

A 1-D model to describe the suction anchor–soil plug interaction under sustained uplift loads

Augusto Desideri, Sebastiano Rampello, A. Rosati
article en

Abstract

We present a one-dimensional model, based on displacement compatibility and continuity of the water mass equations, to describe the mechanical and hydraulic interaction at the contact between the caisson lid and the soil plug during the uplift process of a suction caisson. The model has been specifically conceived as an alternative to the technique based on the use of a layer of poroelastic FE, widely presented in the literature and referred to as water elements. The proposed model, which depends on two parameters having a clear physical meaning, has been encoded in a Fortran-based UAMP subroutine and used in an incremental FE procedure to simulate the progressive sliding failure of a caisson under sustained loads. The results, which are in very good agreement with previous numerical studies based on the use of the water elements, are also compared with those obtained from a simplified numerical approach, in which a bonded lid–plug contact is considered. The comparison is presented to further assess the effectiveness of the proposed 1-D model and to highlight the limitations of the simplified method, clarifying the extent to which these simplifications can be deemed acceptable for engineering purposes.

Computers and GeotechnicsVol. 183
Sapienza University of Rome (IT), Bekaert (Belgium) (BE)
Openalex Percentile: Top 95%
Geotechnical Engineering and Soil Mechanics
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A 1-D model to describe the suction anchor–soil plug interaction under sustained uplift loads — Augusto Desideri, Sebastiano Rampello, et al. · Computers and Geotechnics (2025) | TGRS Research Map | TGRS