classificacao_sucs_2017.pdf - UDESC UNIVERSIDADE DO ESTADO DE SANTA CATARINA CCT Centro de Ci\u00eancias Tecnol\u00f3gicas DEC Departamento de Engenharia Civil

classificacao_sucs_2017.pdf - UDESC UNIVERSIDADE DO ESTADO...

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% que Acima Acima Acima passa # 200 Linha A Linha A Linha A entre 5 - 12 e 4< IP <7 Abaixo Acima Acima Abaixo Acima Acima Linha A Linha A Linha A Linha A Linha A Linha A COM SEM COM SEM ou IP < 4 e 4< IP <7 e IP > 7 ou IP < 4 e 4< IP <7 e IP > 7 ORGÂNICO ORGÂNICO ORGÂNICO ORGÂNICO GW GP GM GM - GC GC SM SM - SC SC SW SP CL OL ML ML - CL OH MH CH SOLOS GROSSOS: TURFAS (Pt): SOLOS FINOS: G = gravel (pedregulho) Solos altamente orgânicos, geralmente fibrilares e L = low (baixa compressibilidade) S = sand (areia) muito compressíveis. H = high (alta compressibilidade) GP: quando não são satisfeitos os requisitos de GW W = well graded (bem graduado) M = mo (silte em sueco) SW: Cu > 6 e Cc entre 1 e 3 P = poorly graded (mal graduado) O = organic (silte ou argila, orgânicos) SP: quando não são satisfeitos os requisitos de SW C = clay (com argila) C = clay (argila inorgânica) UDESC - UNIVERSIDADE DO ESTADO DE SANTA CATARINA CCT - Centro de Ciências Tecnológicas DEC - Departamento de Engenharia Civil LABORATÓRIO DE GEOTECNIA E PAVIMENTAÇÃO
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  • Winter '16
  • engenharia civil, Santa Catarina, Argila, Silte, Universidade do Estado de Santa Catarina

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