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Advisor(s)
Abstract(s)
Os solos residuais mostram divergências em relação aos solos transportados modelados pelas teorias da Mecânica dos Solos. Estas divergências são em grande parte devido a uma estrutura de cimentação herdada da rocha mãe. Este estudo foi baseado nos resultados obtidos em sondagens mecânicas e ensaios de penetração dinâmica, estática e laboratoriais e consistiu na avaliação e correlação dos parâmetros que determinam o comportamento geomecânico do terreno, como a resistência e a deformabilidade.
The residual soils show divergences in relation to the transported soils modelled by the classical theories of Soils Mechanics. These divergences are largely due to a structural cementation inherited from the original rock mass. This study was based on the results obtained from drillings, dynamic penetration, static and laboratorials tests and it consisted of the evaluation and correlation of the parameters that determine the geomecanic behavior of the soil, as the resistance and the deformability.
The residual soils show divergences in relation to the transported soils modelled by the classical theories of Soils Mechanics. These divergences are largely due to a structural cementation inherited from the original rock mass. This study was based on the results obtained from drillings, dynamic penetration, static and laboratorials tests and it consisted of the evaluation and correlation of the parameters that determine the geomecanic behavior of the soil, as the resistance and the deformability.
Description
Keywords
Caracterização de solos Parametrização CPTU DMT Soil characterization Soil parameters
Citation
Publisher
Instituto Politécnico do Porto. Instituto Superior de Engenharia do Porto