Compresion Simple ENSAYO DE COMPRESIN SIMPLEDATOSOBRA:RESULTADOSSITUACIN:PROGRESIVA:PERFORACIN:CALICATA NC3M1N LABORATORIO:1Dimetro5.03cm.d max1.875gr/cm3Alt. Inicial11.8cm.Gs:2071Area19.87cm2,W%13%Volumen234.48cm3,Ang. Rotura57P. Humedo496.8gr.qumax1.10(Kg/cm2)P. Unitario2.12gr/cm3CohesinAlt. Final11.39cm,h (m.m.)1-Ac (cm2)C (Nw)C (kg) (Kg/cm2) %0.10.000850.9991519.89202.0410.100.080.220.001860.9981419.91404.0820.210.190.410.003470.9965319.94606.1220.310.350.670.005680.9943219.98808.1630.410.570.930.007880.9921220.0310010.2040.510.791.20.010170.9898320.0812012.2450.611.021.490.012630.9873720.1314014.2860.711.261.80.015250.9847520.1816016.3270.811.532.150.018220.9817820.2418018.3670.911.822.580.021860.9781420.3220020.4081.002.192.980.025250.9747520.3922022.4491.102.533.580.030340.9696620.4923023.4691.153.033.810.032290.9677120.5323023.4691.143.234.150.035170.9648320.6023023.4691.143.52

Graf. Esf vs Def0.10261476770.20502065040.30703487360.4084746630.50946186830.6099442680.70983482680.80908132350.9074748731.00456289121.10118962151.14523825081.14293616381.1395330786

Esfuerzo vs. DeformacinDeformacion %Esfuerzo ( Kg/cm2)