... Geogrid Foundation bed Numerical analyses Plate load tests Numerical models Finite difference analysis The Mohr-coulomb constitutive model was used for describing the constitutive behaviour of the infill material (dry sand) and foundation material (EPS block). As the loading in the analyses...

... of the analysed section (distances in metres), located at 75 m from the west end of the wall, and detail of the installation of the crackmeters Geosynthetics Reinforced soil Monitoring Extensible reinforcements Numerical analyses Vibrating wire crackmeters, with a measuring length of 50...

... properties, settlements and stresses can be determined by means of analytical solutions or numerical analyses, and this paper compares the results of these two procedures by means of parametric analyses. Two-dimensional finite-element analysis (FEA) was used to simulate the behavior of a geosynthetic-encased...