Limites de ConsistenciaDATOSDENSIDAD RELATIVARESULTADOSOBRA:Construccin de carreteras la RancheraSITUACIN:Lagunillas estado Mrida.PROGRESIVA:6+825,000PERFORACIN:CALICATA NC3M1N LABORATORIO:1LIMITE LIQUIDOLIMITE PLASTICOLIMITE DE CONTRACCIONN DE CAIDAS172433N DE CAPSULA68110810354N DE CAPSULAE61WTh , gr24.72426.23625.78413.2513.427WTh , gr56.188WTs , gr21.36722.62922.19112.93412.963V1= V CAPSULA16.650W CAPSULA10.75310.08410.53111.31910.724W CAPSULA23.585W 3.3573.6073.5930.3160.464WTs , gr49.689W SECO , gr10.61412.54511.661.6152.239H prom cm1.150 , (%)31.6328.7530.8119.5720.72Diametro cm3.980V2= V SECO14.307W 6.499LL:30.3LP:20.1LC15.9W SECO , gr26.104IP:10.2IC:4.2L.C, (%)???????TIPO DE SUELO:(P.R.A.)15.922Ll = A*Ln(x)+BA=-1.3242B=34.595

Limites de Consistencia

N DE GOLPESHUMEDAD (%)LMITE LQUIDOLl= -1,3242Ln(x) + 34,595

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