Ingenieria Suelos Calculos
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cantera 1 peso inicial de muest peso inicial seco peso total de retenid tamices abertura astm mm retenido % retenido % retenido acumulado 3 76.2 0 0 0 2 1/2 63.5 0 0 0 2 50.6 0 0 0 1 1/2 38.1 208 9.64302272 9.64302271673621 1 25.4 115 5.33147891 14.974501622624 1/2 12.7 247 11.4510895 26.4255910987483 3/8 9.525 128 5.93416783 32.3597589244321 1/4 6.35 117 5.42420028 37.7839592025962 n° 4 4.76 126 5.84144645 43.6254056560037 n° 8 2.38 185 8.57672694 52.2021325915624 n° 10 2 15 0.69541029 52.8975428836347 n° 20 0.84 250 11.5901715 64.4877144181734 n° 40 0.42 450 20.8623088 85.3500231803431 n° 60 0.25 112 5.19239685 90.5424200278164 n° 100 0.149 99 4.58970793 95.1321279554938 n° 200 0.074 59 2.73528048 97.8674084376449 46 2.13259156 100 2157 100 0.01 0.1 1 10 0 20 40 60 80 100 120
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calculo ing de suelos
Transcript of Ingenieria Suelos Calculos
Hoja1cantera 1cantera 1peso inicial de muestra2198contenido de humedadpeso inicial secopeso total de retenidos2157peso de tarapeso tara + muestra humedadmuestra seca + tara% Wtamicesaberturat 2122.1799.1294.76.09astmmmretenido% retenido% retenido acumulado% que pasat 4721.9198.2691.579.60376.2000100E - 4719.5495.3889.748.032 1/263.5000100promedio7.910669309250.60001001 1/238.12089.64302271679.643022716790.3569772833125.41155.331478905914.974501622685.0254983774cantera 2 1/212.724711.451089476126.425591098773.5744089013 3/89.5251285.934167825732.359758924467.6402410756contenido de humedad 1/46.351175.424200278237.783959202662.2160407974peso de tarapeso tara + muestra humedadmuestra seca + tara% Wn 44.761265.841446453443.62540565656.374594344t 2322.1895.6294.361.75n 82.381858.576726935652.202132591647.7978674084NS-5219.5197.4596.021.87n 102150.695410292152.897542883647.1024571164t2022.2103.79102.012.23n 200.8425011.590171534564.487714418235.5122855818promedio1.9483231976n 400.4245020.862308762285.350023180314.6499768197n 600.251125.192396847590.54242002789.4575799722n 1000.149994.589707927795.13212795554.8678720445n 2000.074592.735280482297.86740843762.1325915624462.132591562410002157100% de arena% de grava% de finoscantera 2peso inicial de muestra2485grpeso inicial secopeso total de retenidos2365grtamicesaberturaastmmmretenido% retenido% retenido acumulado% que pasa376.20001002 1/263.5000100250.60001001 1/238.11908.03382663858.033826638591.9661733615125.41104.651162790712.684989429287.3150105708 1/212.71566.596194503219.281183932380.7188160677 3/89.5251044.397463002123.678646934576.3213530655 1/46.351074.524312896428.202959830971.7970401691n 44.761164.904862579333.107822410166.8921775899n 82.381596.723044397539.830866807660.1691331924n 102803.382663847843.213530655456.7864693446n 200.8425010.570824524353.784355179746.2156448203n 400.4245019.027484143872.811839323527.1881606765n 600.251586.680761099479.492600422820.5073995772n 1000.1491516.384778012785.877378435514.1226215645n 2000.0741546.51162790792.38900634257.61099365751807.610993657510002365100% de arena% de grava% de finos
Hoja2
Hoja3
