58aaee6a-79a0-49cc-bd1f-676d87875fbd 92 Fabian Valencia Villaquiran Fabian Valencia Villaquiran 4 5 false false 0 0 decimal
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Información general del proyecto:

Proyecto : Hoja de calculo clasificación de suelos

Localización: Ciudad....Barrio....

Perforación o apique: Identificador del apique

No. de muestra: 1

Muestra de suelo a ensayar:

Masa inicial(g)

Masa.i 276.82 g * :

Masa lavada pasa tamiz #200 (g)

Masa.lavada 21.29 g * :

Ingrese los valores solamente en las variables cuyo fondo sea verde

Masa a tamizar (g)

Masa.tamizar Masa.i Masa.lavada - : g 255.53

Limite liquido

LL 77 :

Limite plastico

LP 53 :

Indice de plasticidad

IP LL LP - : 24

Granulometria por tamizado

Ingrese la masa retenida en cada tamiz:

tamizado Tamiz Masa retenida(g) 3 in 0 2 in 0 1 1/2 in 0 1 in 0 3/4 in 0 1/2 in 0 3/8 in 0 #4 1.92 #8 6.37 #16 28.64 #30 79.64 #50 77.34 #100 47.97 #200 12.52 15 2 mat :

Ingrese la masa que pasa tamiz #200

fondo Tamiz Masa (g) Pasa 200 0.1 2 2 mat :

Porcentaje de perdidad

%perdidas 1 tamizado i 2 el i 2 tamizado rows sum ( fondo 2 2 el + Masa.tamizar / g * - : % 0.4 %perdidas < 1% OK

Tabla granulometria por tamizado

Tabla granulometria i 2 tamizado rows range tabla i 1 el tamizado i 1 el : tabla i 2 el tamizado i 2 el : tabla i 3 el tamizado i 2 el Masa.i / g * 100 * : tabla i 4 el tabla i 3 el : tabla i 4 el tabla i 3 el tabla i 1 - ( 4 el + : tabla i 5 el 100 tabla i 4 el - : tabla 1 1 el Tamiz : tabla 1 2 el Masa retenida (g) : tabla 1 3 el Porcentaje retenido(%) : tabla 1 4 el Porcentaje retenido acumulado(%) : tabla 1 5 el Porcentaje pasa (%) : 11 1 line for tabla 3 1 line Tamiz Masa retenida (g) Porcentaje retenido(%) Porcentaje retenido acumulado(%) Porcentaje pasa (%) 3 in 0 0 0 100 2 in 0 0 0 100 1 1/2 in 0 0 0 100 1 in 0 0 0 100 3/4 in 0 0 0 100 1/2 in 0 0 0 100 3/8 in 0 0 0 100 #4 1.92 0.69 0.69 99.31 #8 6.37 2.3 2.99 97.01 #16 28.64 10.35 13.34 86.66 #30 79.64 28.77 42.11 57.89 #50 77.34 27.94 70.05 29.95 #100 47.97 17.33 87.38 12.62 #200 12.52 4.52 91.9 8.1 15 5 mat

¿Suelo fino o grueso?

 Suelo grueso <content> <p>Indice de calculos </p> </content> <content> <p>calculos necesarios para fracción gruesa</p> </content>

medidas en mm

tamaño.tamiz 76.2 50.8 38.1 25.4 19.05 12.7 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 14 1 mat : 0.107 0.301 0.643

Coeficiente de uniformidad

C.u D.60 D.10 / : 6.03

Coeficiente de curvatura

C.c D.30 2 ^ D.60 D.10 * / : 1.32 <content> <p>Porcentajes del suelo según tamaño de particula y linea A de carta de plasticidad de Casagrande</p> </content>

Porcentaje de gravas (%)

gravas tabla 9 4 el : 0.69

Porcentaje pasa tamiz #200 (%)

finos tabla 15 5 el : 8.1

Porcentaje de arenas (%)

arenas 100 finos - gravas - : 91.21

Porcentaje de gruesos (%)

gruesos arenas gravas + : 91.9

Linea A Carta de plasticidad Casagrande

A 0.73 LL 20 - ( * : 41.61 <content> <p>Codigo para clasificar suelo según SUCS</p> </content> <content> <p> Codigo que clasifica fracción fina en caso de que sea <50% de la cantidad total </p> </content> La clasificación de la fracción fina del suelo basada en SUCS es MH (limo de alta plasticidad) <content> <p>Grafica distribución granulometrica </p> </content> <content> <p>X-Y Pot</p> </content>

Log10 del diametro de los tamices

Lx tamaño.tamiz 10 log vectorize : 1.882 1.7059 1.5809 1.4048 1.2799 1.1038 0.9777 0.6767 0.3729 0.0719 0.2218 - 0.5229 - 0.8239 - 1.1249 - 14 1 mat

Recta tamiz #200

recta.0.075 0.075 log10 0 0.075 log10 105 2 2 mat :

Recta tamiz #4

recta.4.75 4.75 log10 0 4.75 log10 105 2 2 mat :

recta tamiz #40

recta.0.425 0.425 log10 0 0.425 log10 105 2 2 mat : <content> <p>Logistic sigmoid fit USCS Granulometry by Jean Giraud</p> </content>

This fit function was made by Jean Giraud

 https://en.smath.com/forum/resource.ashx?a=47949&b=2

The following link show de original code and fit

Note :

x f colony β 1 el 1 1 β 2 el / 1 - ( β 3 el x β 4 el - ( * - exp * + / + :

as offered by hand

β 95 0.91 4.4 1.35 1 4 mat transpose : x f x D data axes 4 1 sys 0.6012 - 0.3248 - 0.0668 - 3 1 mat <content> <p>Zed Graph</p> </content>

Recta tamiz #200

recta.0.075_zed 0.075 ( 0 0.075 ( 105 2 2 mat :

Recta tamiz #4

recta.4.75_zed 4.75 ( 0 4.75 ( 105 2 2 mat :

recta tamiz #40

recta.0.425_zed 0.425 ( 0 0.425 ( 105 2 2 mat : <content> <p> (Logistic sigmoid fit USCS Granulometry by Jean Giraud</p> </content>

This function fit was made by Jean Giraud

 https://en.smath.com/forum/resource.ashx?a=47949&b=2

The following link show de original code and fit

Note :

x g colony β 1 el 1 1 β 2 el / 1 - ( β 3 el x β 4 el - ( * - exp * + / + :

as offered by hand

β 95 0.91 4.4 1.35 1 4 mat transpose : x g x DD data axes 4 1 sys 0.6012 - 0.3248 - 0.0668 - 3 1 mat

X-Y plot

 plot.x_y # f 2 1 sys 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Zed Graph

 plot.zed 1 1 sys

Nota:

Se debe complementar la curva granulometrica con la obtenida mediante el uso del hidrometro

Resultado clasificación del suelo

Porcentaje de particulas finas<0.075mm en la muesta total del suelo:

finos 8.1

Porcentaje de particula gruesas>0,075mm en la muestra total del suelo:

gruesos 91.9

Porcentaje de arenas:

arenas 91.21

Porcentaje de gravas

gravas 0.69 La clasificación del suelo basada en SUCS es SW-SC (Arena bien graduada con arcilla o (arcillo limosa))

Sistema unificado de clasificación de suelos S.U.C.S

Unified soil classification system U.S.C.S

Ing .......

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