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Combined Foundation - Soil Interaction

Tomislav Koprek, Božo Soldo, Krešo Ivandić

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Abstract

In this work, the contact problem of shallow combined foundation system resting on soil modeled as elastic half space or elastic layered soil medium of finite depth has been analyzed. The analysis was carried over a two rigid footings connected by elastic flexible foundation beam. Special emphasis was pointed on their interaction in related to underlying soil load transfer. The numerical analysis has been performed by finite difference method.

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What this paper is about

In this work, the contact problem of shallow combined foundation system resting on soil modeled as elastic half space or elastic layered soil medium of finite depth has been analyzed. The analysis was carried over a two rigid footings connected by elastic flexible foundation beam. Special emphasis was pointed on their interaction in related to underlying soil load transfer. The numerical analysis has been performed by finite difference method.

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Available abstract

In this work, the contact problem of shallow combined foundation system resting on soil modeled as elastic half space or elastic layered soil medium of finite depth has been analyzed. The analysis was carried over a two rigid footings connected by elastic flexible foundation beam. Special emphasis was pointed on their interaction in related to underlying soil load transfer. The numerical analysis has been performed by finite difference method.

Key concepts: Foundation (evidence), Half-space, Shallow foundation, Soil structure interaction, Geotechnical engineering, Finite element method, Work (physics), Structural engineering

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