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
