Interaction of Rupture Zones of Adjacent Anchor Plates in an Analogical Medium
Abstract
In this paper, an experimental study which required the design and implementation of a model containing plastic granules powder to simulate a natural environment, is presented. The latter is subjected to the removal of "anchor plates." For each test, several digital photographs are taken to materialize different deformed configurations during the pullout process. These photos processed in couples by the 7D software (image correlation) giving the evolution of the displacement field and plane strain analogical environment. Particular attention is paid to the discussion of the interference of rupture zones of neighboring anchors by reducing the axis between plates.
Keywords:
correlation of images, small-scale model, anchor plates, granular medium, shear, plane problemDownloads
References
G. G. Meyerhof, J. I. ADAMS, “ The ultimate uplift capacity of foundations“, Canadian Geotechnical Journal, Vol. 5, No. 4, pp. 225-244, 1968 DOI: https://doi.org/10.1139/t68-024
E. J. Murray, J. D. Geddes, “Uplift of anchor plates in sand“, Journal of Geotechnical Engineering, Vol. 113, No. 3, pp. 202–215, 1987 DOI: https://doi.org/10.1061/(ASCE)0733-9410(1987)113:3(202)
T. H. Hanna, R. Sparks, M. Yilmaz, “Anchor behavior in sand“, Journal of the Soil Mechanics and Foundations Division, Vol. 98, No. 11, pp. 1187-1208, 1972
J. D. Geddes, E. J. Murray, “Plate anchor groups pulled vertically in sand“, Journal of Geotechnical Engineering, Vol. 122, No. 7, pp. 509-524, 1996 DOI: https://doi.org/10.1061/(ASCE)0733-9410(1996)122:7(509)
K. Kouzer, J. Kumar, “Vertical uplift capacity of equally spaced horizontal strip anchors in sand“, International Journal of Geomechanics, Vol.9, No. 5, pp. 230-236, 2009. DOI: https://doi.org/10.1061/(ASCE)1532-3641(2009)9:5(230)
P. Vacher, S. Dumoulin, F. Morestin, S. Mguil-Touchal, “Bidimensional strain measurement using digital images“, Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, Vol. 213, No. 8, pp. 811-817, 1999 DOI: https://doi.org/10.1243/0954406991522428
H. Abbad, M. Meghachou, P. Vacher, “Interaction of subjacent zones due to contiguous shallow foundations in analogical medium”, European Journal of Environmental and Civil Engineering, Vol.15,No. 3, pp. 391-409, 2011. DOI: https://doi.org/10.3166/ejece.15.391-409
K. M. Kouzer, J. Kumar, “Vertical uplift capacity of two interfering horizontal anchors in sand using an upper bound limit analysis”, Computers and Geotechnics, Vol. 36, No. 6, pp. 1084-1089, 2009 DOI: https://doi.org/10.1016/j.compgeo.2009.02.003
J. Kumar, K. M. Kouzer, “Vertical uplift capacity of a group of shallow horizontal anchors in sand “, Géotechnique, Vol. 58, No. 10, pp. 821-823, 2008 DOI: https://doi.org/10.1680/geot.2008.58.10.821
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