06-Limites de Consistencia.xls

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  U.L.A. FACULTAD DE INGENIERÍA DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOS DENSIDAD RELATIVA OBRA: Construcción de carreteras la Ranchería SITUACIÓN:Lagunillas estado Mérida. PROGRESIVA: 6+825,000PERFORACIÓN: CALICATA NºC3M1Nº LABORATOR1 LIMITE LIQUIDO LIMITE PLASTICO Nº DE CAIDAS 172433 Nº DE CAPSULA 68110810354WTh , gr 24.72426.23625.78413.2513.427WTs , gr 21.36722.62922.19112.93412.963W CAPSULA 10.75310.08410.53111.31910.7243.3573.6073.5930.3160.464W SECO , gr 10.61412.54511.661.6152.239 ω , (%) 31.6328.7530.8119.5720.72LL:30.3LP: 20.1LC15.9IP: 10.2IC:4.2TIPO DE SUELO: W ω   11010027.0027.5028.0028.5029.0029.5030.0030.5031.0031.5032.00 f(x) = -1.3241505807 ln(x) + 34.5950020654 LÍMITE LÍQUIDO Nº DE GOLPES    H   U   M   E   D   A   D   (   %   ) 25  DATOS RESULTADOS LIMITE DE CONTRACCION Nº DE CAPSULA E61WTh , gr 56.188V1= V CAPSULA 16.650W CAPSULA 23.585WTs , gr 49.689H prom cm1.150Diametro cm 3.980V2= V SECO 14.3076.499W SECO , gr 26.104L.C, (%)???????(P.R.A.)15.922 A=-1.3242B=34.595W ωLl =  A*Ln(x)+B
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