diseño del macizo terminado

DISEO DEL MACIZO

Trabajo:DISEO DE MANANTIAL DE MACIZO DEL CASERIO DE CHUNAMARAIntegrantes:ASNATE SALAZAR MARLENYLOPEZ OLIVERA DANIELSABINO BARRETO LEONARDO2BEDON GONZALES MALLYORYPALACIOS CACHA OSWALDOEnsayo:ANLISIS GRANULOMTRICO DEL MACIZO

Fecha de Muestreo :10 DE JUNIO DE 2015Muestreado por :LOS ALUMNOS DE LA EAPISChequeado por :Laboratorio de Mecnica de Suelos -UNASAMANLISIS GRANULOMTRICO POR LAVADOPeso Inicial de la Muestra Seca 1492.5grD60 =2.98Cu =0.090Peso de la Muestra Despes del Labado 1275.81grD30 =10.12Perdida por Lavado 216.69grD10 =33.21TamizAbertura (mm)Multilp.por 4PesoRetenido (%)Ret. Acumul. (%) % Q' Pasa( gr. )kCorre( gr. )376.200304.8000000.000.00100.001 1/238.100152.4000000.000.00100.003/419.05076.2000000.000.00100.003/89.50038.000108.22.6179871073110.81798710737.427.4292.5844.76019.040148.63.5954980051152.195498005110.2017.6282.38TamizAbertura82.3809.520192.64.6601138343197.260113834313.2230.8469.16( mm )161.1904.760219.65.3134008204224.913400820415.0745.9154.09376.200300.5902.360277.56.7143384685284.214338468519.0464.9535.05250.800500.2971.188142.73.4527427007146.15274270079.7974.7425.261 1/238.1001000.1490.59691.52.213917008593.71391700856.2881.0218.98125.4002000.0740.29654.781.325446707456.10544670743.7684.7815.223/419.050menor 200.000.0740.29610.190.246555347710.43655534770.7085.4814.521/212.700ACUIFEROFILTROMACIZO3/89.500Total Retenido :1245.6730.141275.8185.481/46.350N44.760N54.000DISEO DE MACIZON63.360D10=33.21 mm N72.830D30=10.12 mm N82.380D40=5.05 mm N102.000D50=4.24 mm N121.680D60=2.98 mm N141.410D70=1.76 mm N161.190D75=1.16 mm N181.000D85=0.30 mm N200.840D90=-0.12 mm N250.710N300.590N400.420Cu=0.0898477395N500.297N600.250N800.177N1000.149N1200.125N1400.105N1700.088N2000.074N2300.062N2700.053N3250.044N4000.037