This paper aims to study the deformations of the five tanks implanted in a Terminal located in the region of Pará,Brazil.Initially,the results of eight standard penetration tests(SPT),carried out around the const...This paper aims to study the deformations of the five tanks implanted in a Terminal located in the region of Pará,Brazil.Initially,the results of eight standard penetration tests(SPT),carried out around the construction area of the tanks,were analyzed to define a representative geological-geotechnical profile and estimate of geotechnical parameters of the local subsoil.The vertical deformations imposed by the construction of the tanks were predicted numerically from the PLAXIS 2D computational program,which performs stress-strain analysis using the finite element method.From the prediction of the settlements,it was possible to estimate the maximum settlements and the angular distortions for the foundations of the tanks,comparing with the admissible values.展开更多
文摘This paper aims to study the deformations of the five tanks implanted in a Terminal located in the region of Pará,Brazil.Initially,the results of eight standard penetration tests(SPT),carried out around the construction area of the tanks,were analyzed to define a representative geological-geotechnical profile and estimate of geotechnical parameters of the local subsoil.The vertical deformations imposed by the construction of the tanks were predicted numerically from the PLAXIS 2D computational program,which performs stress-strain analysis using the finite element method.From the prediction of the settlements,it was possible to estimate the maximum settlements and the angular distortions for the foundations of the tanks,comparing with the admissible values.
