velasquez gutierrez, lourdes-del rio vilcatoma, j. cesar.xls
TRANSCRIPT
ANALISIS GRANULOMETRICO POR TAMIZADO ASTM C-136PESO INICIAL SECO 549.90 GrsPESO LAVADO Y SECO 505.30 Grs
TamizMaterial Retenido (%) acumulado que pasa
GRS % RET que pasa
3" 76.2 0 0.00 0.00 100.002 1/2" 63.5 0 0.00 0.00 100.00
2" 50.8 0 0.00 0.00 100.001 1/2" 38.1 158.01 28.73 28.73 71.27
1" 25.4 110.31 20.06 48.79 51.21
3/4" 19.05 16.8 3.06 51.85 48.15
1/2" 12.7 41.88 7.62 59.47 40.53
3/8" 9.525 27.18 4.94 64.41 35.59
1/4" 6.35 32.23 5.86 70.27 29.73
N°4 4.76 13.23 2.41 72.68 27.32
N°6 3.36 0 0.00 72.68 27.32
N°8 2.38 31.87 5.80 78.47 21.53
N°10 2 10.68 1.94 80.41 19.59
N°16 1.19 19.21 3.49 83.91 16.09
N°20 0.84 9.18 1.67 85.58 14.42
N°30 0.59 11.91 2.17 87.74 12.26
N°40 0.426 6.46 1.17 88.92 11.08
N°50 0.297 3.77 0.69 89.60 10.40
N°60 0.25 2.93 0.53 90.13 9.87
N°80 0.177 3.23 0.59 90.72 9.28
N°100 0.149 0.89 0.16 90.88 9.12
N°200 0.074 5.54 1.01 91.89 8.11
FONDO
LAVADO 44.60 8.11 100.00 0.00
TOTAL 549.9 100.0
Abertura (mm)
0.010.1110100
0
10
20
30
40
50
60
70
80
90
100 CURVA GRANULOMÉTRICA
ABERTURA (mm)
PO
RC
EN
TA
JE
AC
UM
UL
AD
O Q
UE
PA
SA
(%
)
DETERMINANTE DEL LIMITE PLASTICO1 PESO SUELO HUMEDO + RECIPIENTE gr 26.942 PESO SUELO SECO + RECIPIENTE gr 25.983 PESO RECIPIENTE gr 21.394 PESO AGUA gr 0.965 PESO SECO gr 4.596 HUMEDAD % 20.92
LIMITE PLASTICO (LP) % 20.98
DETERMINANTE DEL LIMITE LIQUIDO1 PESO SUELO HUMEDO + RECIPIENTE gr 31.692 PESO SUELO SECO + RECIPIENTE gr 29.533 PESO RECIPIENTE gr 21.424 PESO AGUA gr 2.165 PESO SECO gr 8.116 HUMEDAD % 26.637 NUMERO DE GOLPES Nº 36.00
LIMITE LIQUIDO (LL) % 27.65
INDICE PLASTICO (IP)=LL-LP % 6.67
NUMERO DE GOLPES
Menor 15.00 26.63 y -1.02Mayor 36.00 28.77
D10(mm)
#DIV/0!
D60(mm)
#DIV/0!
D50(mm)
#DIV/0! #DIV/0!11.02 33.12-0.69 30.97
-60.25 43.68-12.76 28.93-6.91 25.20-4.34 22.75-6.69 26.35
#DIV/0! #DIV/0!0.43 8.890.12 9.91-0.22 11.37-0.09 10.400.33 6.10
D10(mm)
0.27
D60(mm)
7.25
D50(mm)
0.22 9.630.26 4.670.27 6.480.30 8.950.21 3.940.09 0.55
D30(mm)
#DIV/0!
D15(mm)
#DIV/0!
D85(mm)
#DIV/0! #DIV/0!19.86 13.2311.97 2.48-18.68 -49.853.92 -8.595.93 -3.706.50 -1.636.53 -3.39
#DIV/0! #DIV/0!3.81 1.284.04 1.104.41 0.944.11 0.962.64 0.913.07 0.973.99 1.162.03 0.702.75 0.893.76 1.171.70 0.590.27 0.14
Tamiz Abertura (mm) % Que PasaDETERMINANTE DEL LIMITE PLASTICO 3" 76.2 100.00
27.61 2 1/2" 63.5 100.0026.45 2" 50.8 100.0020.94 1 1/2" 38.1 71.271.16 1" 25.4 51.215.51 3/4" 19.05 48.15
21.05 1/2" 12.7 40.5320.98 3/8" 9.525 35.59
1/4" 6.35 29.73N°4 4.76 27.32
DETERMINANTE DEL LIMITE LIQUIDO N°6 3.36 27.3230.80 30.40 N°8 2.38 21.5328.70 28.40 N°10 2 19.5921.09 21.45 N°16 1.19 16.092.10 2.00 N°20 0.84 14.427.61 6.95 N°30 0.59 12.26
27.60 28.78 N°40 0.426 11.0825.00 15.00 N°50 0.297 10.40
27.65 N°60 0.25 9.876.67 N°80 0.177 9.28
N°100 0.149 9.12SI N° > 10% 18.000 N°200 0.074 8.11SI N° > 30% 8.000 FONDO
SI N° > 60% 4.000 LAVADO 44.6 0.00SI N° >15% 14.000SI N° >50% 5.000SI N° > 85% 3.000
#DIV/0!#DIV/0!28.7024.6422.89 GRUPO (IG)20.59
CLA
SIF
ICA
CIÓ
N A
AS
HT
O
0.00 -3.4918.78 0.00 -3.4917.33 A-2-4 -3.4919.75 0.00 -3.49
#DIV/0! 0.00 -3.497.19 0.00 -3.497.959.05 0.00 -3.498.30 0.00 -3.494.95 0.00 -3.49
%Q
UE
PA
SA
N
º200
<=
35%
%Q
UE
PA
SA
N
º200
> 3
5%
5.86
CLA
SIF
ICA
CIÓ
N A
AS
HT
O
0.00-3.49
7.753.795.247.223.190.46
#DIV/0!#DIV/0!44.1746.8095.6449.7741.2636.2942.88
#DIV/0!13.1114.8017.1715.648.99
10.7414.336.889.59
13.285.800.78
%Q
UE
PA
SA
N
º200
> 3
5%
0.010.1110100-10.00
10.00
30.00
50.00
70.00
90.00
110.00
100.00100.00 100.00
71.27
51.2148.15
40.53
35.59
29.7327.32 27.32
21.5319.59
16.09 14.4212.26 11.08 10.40 9.87 9.28 9.12 8.11
GRAFICO GRANULOMETRICO
TAMIZ
% PASANTE
DATOS DEL ANALISIS GRANULOMETRICAPESO SECO INICIAL GrsPESO SECO LAVADO Grs
ENSAYOS ESTANDAR% GRAVA = 72.68
% ARENA = 19.22
% DE FINOS = 8.11D10(mm) = 0.26D30(mm) = 6.50D60(mm) = 30.97
D15(mm) = 0.96D50(mm) = 22.89D85(mm) = 44.17
CU = 118.26
CC = 5.20
AASTHO A-2-4IG 0
CLASIFICACION SUCS GP
Nº20 14.42Nº40 11.08
Nº200 8.11
Clasificación SUCSnombre GP
0.010.1110100-10.00
10.00
30.00
50.00
70.00
90.00
110.00
100.00100.00 100.00
71.27
51.2148.15
40.53
35.59
29.7327.32 27.32
21.5319.59
16.09 14.4212.26 11.08 10.40 9.87 9.28 9.12 8.11
GRAFICO GRANULOMETRICO
TAMIZ
% PASANTE
0.010.1110100-10.00
10.00
30.00
50.00
70.00
90.00
110.00
100.00100.00 100.00
71.27
51.2148.15
40.53
35.59
29.7327.32 27.32
21.5319.59
16.09 14.4212.26 11.08 10.40 9.87 9.28 9.12 8.11
GRAFICO GRANULOMETRICO
TAMIZ
% PASANTE
0.010.1110100-10.00
10.00
30.00
50.00
70.00
90.00
110.00
100.00100.00 100.00
71.27
51.2148.15
40.53
35.59
29.7327.32 27.32
21.5319.59
16.09 14.4212.26 11.08 10.40 9.87 9.28 9.12 8.11
GRAFICO GRANULOMETRICO
TAMIZ
% PASANTE