to consider wetting induced variations in soil modulus and shear strength. With the increase of the reinforced length, the probable destroyed cross because of the shearing moved away from the panel. Zhou Key Laboratory of Geotechnical Mechanics and Engineering of. The maximum pulling stress focused on the lower half of the reinforced soil retaining wall. The simulation and analysis showed that with the increase of reinforced length, the side displacements of the panel and the pulling stress in reinforced layers decreased gradually. In this paper, a reinforced soil retaining wall which was 60 meters high was set up to study the effect the reinforced length had on soil retaining wall.
#FLAC3D MODULUS SOFTWARE#
The results showed that the finite difference software FLAC 3D could simulated very well. CONCLUSIONS The installation process of controlled modulus columns (CMC) in soft soil was simulated using FLAC3D in the large strain mode and the short term CMC installation effect on an existing bridge pile has been investigated. in FLAC3D, it is believed that bulk and shear moduli correspond to more fundamental aspects of material behavior than do Youngs modulus and Poissons. Then the results were compared with those which were derived from limited balance method. Bridge pile response: (a) lateral deflection and (b) bending moment. All densities are zone variables in FLAC3D, and are mass densities (e.g., kg/m3 in SI units). A finite difference software (FLAC 3D) was used to carry on numerical simulation of reinforced soil retaining wall which had observed engineering data.