Cargas (tf)Pilar
: Ismael Medeiros:Valores oriundos da planta de carga...Carga (tf)Carga de Trabalho (tf)P12.9GRUPO IP23.13.1P57.6GRUPO II10.4P88.6P310.4P911.4GRUPO III14.6P3012.2P714.6P2716.3GRUPO IV20.5P416.4P1017.0P1418.0P1219.1P1119.9P1519.9P2419.9P2320.5P1721.9GRUPO V25P1622.3P2923.5P1824.6P2225.0P2827.6GRUPO VI30.7P2129.1P2629.5P2530.1P1930.7P2032.9GRUPO VII34.6P633.4P1334.6

NSPT12Fundao RASA - Mtodo NSPT34solo arenosoArgila Mdia a duraDADOS INICIAISGruposDimenses Pilar (cm)
: Ismael Medeiros:Valores oriundos planta de cargaCargasA (cm)B (cm) Inicial (kgf/cm) Argila 02 Final (kgf/cm) Argila 02h (cm) Inicial (kgf/cm) Argila 03Valor de Z (cm)z (kgf/cm) Final (kgf/cm) Argila 03h (cm) h total(cm)Recalque Diferencial (cm)
: Ismael Medeiros:Analisar caso a caso. No generalisarRecalque Diferencial (cm)Recalque Diferencial (cm)Recalque Distorcional (cm)
: Ismael Medeiros:Analisar Caso caso.50% de RabKNtfkgfVo (cm)AnliseTempo(anos)Vel. (/dia)
: Ismael Medeiros:No ultrapassar a 60 microns/diaP2GI1230313.10 3,100 80.00 60.00 0.441.090.0741.090145 0.05 1.140.1000.1771.253.651.9Condio 12Cota assentamento(cm) 200
: Ismael Medeiros:Varivel conforme normaP3GII124010410.40 10,400 120.00 80.00 0.441.520.1831.090145 0.14 1.230.2700.4651.43.801.5Condio 2P7GIII154014614.60 14,600 120.00 95.00 0.441.720.2631.090145 0.18 1.270.3420.6221.53.900.31Condio 3NSPT(adotado)6.67P23GIV153020520.50 20,500 135.00 120.00 0.441.710.3351.090145 0.23 1.320.4280.7871.64.00P22GV124525025.00 25,000 160.00 125.00 0.441.690.3531.090145 0.25 1.340.4620.8431.754.15 admissvel (kgf/cm)1.334P19GVI154030730.70 30,700 165.00 140.00 0.441.770.4291.090145 0.29 1.380.5280.9911.84.20P13GVII154034634.60 34,600 175.00 150.00 0.441.760.4651.090145 0.31 1.400.5601.0632.454.85NA (cm)150
: Ismael Medeiros:Oriundo do laudo de sondagem

SOLOSsilte argiloso muito rijoargila rija a muito rija Inicial (kgf/cm) Argila 03Valor de Z (cm)z (kgf/cm) Final (kgf/cm) Argila 03h (cm) Inicial (kgf/cm) Argila 03Valor de Z (cm)z (kgf/cm) Final (kgf/cm) Argila 03h (cm) solo arenoso (kgf/cm)0.0019
: Ismael Medeiros:Valor oriundo de ensaio de caracterizao1.2901450 0.00095 1.29090.0021.4301645 0.00074 1.43070.001Espessura (cm)1001.2901450 0.00307 1.29310.0071.4301645 0.00242 1.43240.005Argila mdia a duraPa' (kgf/cm)1.5
: Ismael Medeiros:Valor oriundo do ensaio de compressibilidade1.2901450 0.00428 1.29430.0101.4301645 0.00337 1.43340.007Pa>i e fcaso I0.100Cr0.0151.2901450 0.00588 1.29590.0141.4301645 0.00464 1.43460.010i>Pa>fcaso II16.561Cc1.081.2901450 0.00706 1.29710.0161.4301645 0.00558 1.43560.012caso IIIe2.8
: Ismael Medeiros:ndices fsicos1.2901450 0.00857 1.29860.0201.4301645 0.00679 1.43680.014
: Ismael Medeiros:Valor oriundo do ensaio de compressibilidade1.2901450 0.00956 1.29960.0221.4301645 0.00758 1.43760.016Solo arenososilte argiloso muito rijo (kgf/cm)0.0019Pa>i e fcaso I0.022Espessura (cm)45i>Pa>fcaso IIPai e fcaso I0.016Pa' (kgf/cm)1.5i>Pa>fcaso IICr0.015Pa