Local Scale Displacement Fields in Grains–Structure Interactions Under Cyclic Loading: Experiments and Simulations

• Published in: Geotechnical and geological engineering 2020-04, Vol.38 (2), p.1277-1294
• Main Authors: Antony, S. J., Jahanger, Zuhair Kadhim
• Format: Article
• Language: English
• Subjects: Bearing capacity; Civil Engineering; Computer simulation; Constitutive relationships; Cyclic loading; Cyclic loads; Digital imaging; Digital particle image velocimetry; Displacement; Earth and Environmental Science; Earth Sciences; Earthquakes; Edge dislocations; Experiments; Fields; Finite element method; Geotechnical Engineering & Applied Earth Sciences; Hydrogeology; Load tests; Original Paper; Particle image velocimetry; Pavement construction; Plane strain; Sand; Seismic activity; Shear bands; Simulation; Soil; Soil conditions; Soil investigations; Soils; Static loads; Terrestrial Pollution; Ultimate loads; Vorticity; Waste Management/Waste Technology
• ISSN: 0960-3182; 1573-1529
• DOI: 10.1007/s10706-019-01088-5

Soils encounter cyclic loading conditions in situ, for example during the earthquakes and in the construction sequences of pavements. Investigations on the local scale displacements of the soil grain and their failure patterns under the cyclic loading conditions are relatively scarce in the literature. In this study, the local displacement fields of a dense sand layer interacting with a rigid footing under the plane-strain condition are examined using both experiments and simulations. Three commonly used types of cyclic loading conditions were applied on the footing. Digital particle image velocimetry (DPIV) is used to measure the local scale displacement fields in the soil, and to understand the evolution of the failure envelopes in the sand media under the cyclic loading conditions. The experimental results are compared with corresponding finite element analysis (FEA), in which experimentally-characterised constitutive relations are fed as an input into the FEM simulations. For comparison purposes, the case of footing subjected to the quasi-static loading condition was also studied. In general, the results show a good level of agreement between the results of the experiments and simulations conducted here. Overall, relatively shallower but wider displacement fields are observed under the cyclic loading, when compared with that of the quasi-static load test. The vorticity regions are highly localized at the shear bands in the sand media under the ultimate load. The research contributes to new understanding on the local scale displacement fields and their link to the bearing capacity of the footing under the cyclic loading environments.