abstract: In recent years, engineering has significantly increased the use of numerical modeling, mainly applied in studies solutions and analysis behavior soil - structure foundation element interaction. this sense, paper analyzes blocks foundations made up one, two, three four piles with 25 cm diameter (d) 5 m length (L) unusual spacing between piles, equal to 5d a three-dimensional finite mo...

In this paper, the influence of foundation configuration (raft or separate footings) on tunnel–soil–framed building interaction is investigated using geotechnical centrifuge testing. Tunnelling-induced soil movements and deformation fields, framed displacements structure shear distortions (with associated modification factors) are illustrated. Framed stiffness footing bearing capacity also eval...

this research examines the behavior of soil-reinforced piles and applied loads based on the analytical method and by using the numerical results of flac3d software for comparison with the analytical results. the analysis was based on a method called virtual retaining wall, the following into consideration: an imaginary retaining wall that passes the footing edge the bearing capacity of footing ...

In order to compare and analyze the seismic response characteristics of a safety-related nuclear structure on non-rock site in condition raft pile group foundations under unidirectional multidirectional motion input, large-scale shaking table test soil-nuclear system was carried out this paper. test, soil uniform silted clay, shear wave velocity 213 m/s. Considering similarity superstructure na...