2019
DOI: 10.24200/sci.2019.51471.2208
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Parametric study from laboratory tests on twin circular footings on geocell-reinforced sand

Abstract: Bearing capacity )BC( test results are presented for bounded and unbounded twin circular footings on 17 unreinforced and geocell-reinforced )GCR( sand. Analysis of the results demonstrate material, scale and size effects 18 on the BC for a given combination in materials (sand-GCR), footing (single-twin) and the problem geometric 19 dimensions. The significance of these combinations on BC and settlements is used to arrive at suitably modified BC 20 factors for design that could be generalized. Plots given relat… Show more

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Cited by 6 publications
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