FINITE ELEMENT ANALYSIS OF SLABS-ON-GRADE USING A VARIETY OF SUPPORT MODELS

Anastasios M. Ioannides, M R Thompson, E J Barenberg

Proceedings of the International Conference on Concrete Pavements · 2025 · 25 citations · 0 references

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Abstract

The Finite Element Method has been a very powerful tool for the analysis of slab-on­ grade type pavements in the last two decades. A number of programs have been developed which treat the slab as an elastic plate and characterize foundation support either as a dense liquid or as an elastic solid. This paper describes the development of an expanded and revised version of ILLI-SLAB, which now incorporates four subgrade idealizations: the Winkler dense liquid, the Boussinesq elastic solid, the stress dependent resilient subgrade and the Vlasov two-parameter foundation. Comparative studies are greatly facilitated and results from numerous runs are presented to illustrate the scope of the program's applicability. The efficient utilization of ILLI­ SLAB is ensured by adherence to guidelines established during several convergence studies described.