<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The paper presents results of a numerical investigation on load capacity of the mixed bench and slab shallow foundations (often used in the process of the modernization of the old, antique buildings, which are suffering from lack of the load capacity). The main trouble with use of existing analytical approaches is a non-unique foundation level of the bench and slab, they could even be founded on different geotechnical layers. Proposed analytical model based on Brinch Hansen (EC-7) approach could deal with such a problem. Results of 2D and 3D numerical modelling (ultimate load of the foundation) are compared to the obtained by using the proposed approach. Influence of the soil above the foundation level is also investigated. Different width to length ratios of the foundation are analyzed (from “short” to “long” foundations). Usability of the proposed analytical model in engineering practice is proved by numerical simulations; the obtained results are on the safe side with quite acceptable margin of additional safety.</p>
</abstract>

The paper presents results of a numerical investigation on load capacity of the mixed bench and slab shallow foundations (often used in the process of the modernization of the old, antique buildings, which are suffering from lack of the load capacity). The main trouble with use of existing analytical approaches is a non-unique foundation level of the bench and slab, they could even be founded on different geotechnical layers. Proposed analytical model based on Brinch Hansen (EC-7) approach could deal with such a problem. Results of 2D and 3D numerical modelling (ultimate load of the foundation) are compared to the obtained by using the proposed approach. Influence of the soil above the foundation level is also investigated. Different width to length ratios of the foundation are analyzed (from “short” to “long” foundations). Usability of the proposed analytical model in engineering practice is proved by numerical simulations; the obtained results are on the safe side with quite acceptable margin of additional safety.

Load capacity of the mixed bench and slab foundation. Numerical simulations and analytical calculation model

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution 4.0 International License.

The paper presents results of a numerical investigation on load capacity of the mixed bench and slab shallow foundations (often used in the process of the...

Load capacity of the mixed bench and slab foundation. Numerical simulations and analytical calculation model

Article Category: Original Study

Pubblicato online: 30 giu 2021

Pagine: 135 - 141

Ricevuto: 20 mag 2020

Accettato: 03 mar 2021

DOI: https://doi.org/10.2478/sgem-2021-0005

Parole chiave
Bench and slab foundation, load capacity, numerical modelling

© 2021 Michał Grodecki, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Load capacity of the mixed bench and slab foundation. Numerical simulations and analytical calculation model

Article Category: Original Study

Pubblicato online: 30 giu 2021

Pagine: 135 - 141

Ricevuto: 20 mag 2020

Accettato: 03 mar 2021

DOI: https://doi.org/10.2478/sgem-2021-0005

Parole chiaveBench and slab foundation, load capacity, numerical modelling

© 2021 Michał Grodecki, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Bench and slab foundation, load capacity, numerical modelling