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作 者:Ana Cristina C.F.Sieira Luis Fernando S.Castro
机构地区:[1]Rio de Janeiro Estate University,Brasil [2]SOLUM Consultoria e Engenharia,Brasil
出 处:《Journal of Civil Engineering and Architecture》2022年第12期626-631,共6页土木工程与建筑(英文版)
摘 要: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.
关 键 词:Numerical analysis storage tanks settlements and distortions
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