Download - Plantilla - Ensayo de Consolidacion
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CONSOLIDACION UNIDIMENSIONAL DE SUELOSNTP 339.154-2001 / ASTM D2435-1996
ALTURA DE LA MUESTRA 2.00
ALTURA DE LA MUESTRA 5.00
ALTURA DE LA MUESTRA INALTERADA
ALTURA DE LA MUESTRA HUMEDECIDO
CONDICIONES DEL MOLDE
1 N° molde 1
2 W molde (gr) 56.38
3 Altura swa (cm) 2 h0
4 Diametro swa (cm) 5 D
5 W molde sw (gr) 126.92
6 N° recipiente 94
7 W recipiete (gr) 16.07
8 W recipiente sw (gr) 140.96
9 W recipiente s (gr) 123.42
10 Gravedad especifica 2.65 Gs
ETAPA: COMPRESION
Tiempo Lectura Vertical Tiempo
Minuto (cm) Minuto
Ezfuerzo normal(Kg/cm2) 0.250 Ezfuerzo normal(Kg/cm2)
0.00 1.2310 0.00
0.1(6) 1.2085 0.1(6)
0.25(15) 1.2060 0.25(15)
0.5(30) 1.2055 0.5(30)
0.75(45) 1.2050 0.75(45)
LABORATORIO DE MECANICA DE SUELOS Y ASFALTO
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1.00 1.2046 1.00
2.00 1.2041 2.00
4.00 1.2038 4.00
8.00 1.2031 8.00
15.00 1.2030 15.00
30.00 1.2025 30.00
60 (1hr) 1.2025 60 (1hr)
120 (2hr) 1.2024 120 (2hr)
240 (4hr) 1.2024 240 (4hr)
480 (8hr) 1.2024 480 (8hr)
1440 (24hr) 1.2023 1440 (24hr)
Tiempo Lectura Vertical Tiempo
Minuto (cm) Minuto
Ezfuerzo normal(Kg/cm2) 2.000 Ezfuerzo normal(Kg/cm2)
0.00 1.1570 0.00
0.1(6) 1.1386 0.1(6)
0.25(15) 1.1360 0.25(15)
0.5(30) 1.1325 0.5(30)
0.75(45) 1.1305 0.75(45)
1.00 1.1290 1.00
2.00 1.1255 2.00
4.00 1.1220 4.00
8.00 1.1205 8.00
15.00 1.1190 15.00
30.00 1.1172 30.00
60 (1hr) 1.1158 60 (1hr)
120 (2hr) 1.1150 120 (2hr)
240 (4hr) 1.1150 240 (4hr)
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480 (8hr) 1.1150 480 (8hr)
1.1150 960 (16hr)
1440 (24hr) 1.1150 1440 (24hr)
ETAPA: DESCARGA
Tiempo Lectura Vertical Tiempo
Minuto (cm) Minuto
Ezfuerzo normal(Kg/cm2) 4.000 Ezfuerzo normal(Kg/cm2)
0.00 0.9745 0.00
0.1(6) 0.9760 0.1(6)
0.25(15) 0.9762 0.25(15)
0.5(30) 0.9764 0.5(30)
0.75(45) 0.9765 0.75(45)
1.00 0.9767 1.00
2.00 0.9768 2.00
4.00 0.9769 4.00
8.00 0.9770 8.00
1440 (24hr) 0.9770 1440 (24hr)
Tiempo Lectura Vertical Tiempo
Minuto (cm) Minuto
Ezfuerzo normal(Kg/cm2) 0.500 Ezfuerzo normal(Kg/cm2)
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0.00 0.9980 0.00
0.1(6) 1.0010 0.1(6)
0.25(15) 1.0020 0.25(15)
0.5(30) 1.0030 0.5(30)
0.75(45) 1.0035 0.75(45)
1.00 1.0042 1.00
2.00 1.0060 2.00
4.00 1.0085 4.00
8.00 1.0109 8.00
1440 (24hr) 1.0109 1440 (24hr)
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CONSOLIDACION UNIDIMENSIONAL DE SUELOS
Peso humedo inicial (Wi) (g) 70.54
Peso humedo final (Wf) (g) 68.51
Peso muestra seca (Ws) (g) 50.97
ETAPA: COMPRESION
Lectura Vertical Tiempo Lectura Vertical
(cm) Minuto (cm)
0.500 Ezfuerzo normal(Kg/cm2) 1.000
1.2023 0.00 1.1846
1.1955 0.1(6) 1.1742
1.1943 0.25(15) 1.1725
1.1935 0.5(30) 1.1710
1.1931 0.75(45) 1.1700
LABORATORIO DE MECANICA DE SUELOS Y ASFALTO
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1.1928 1.00 1.1692
1.1917 2.00 1.1660
1.1898 4.00 1.1645
1.1891 8.00 1.1627
1.1868 15.00 1.1618
1.1891 30.00 1.1609
1.1858 60 (1hr) 1.1599
1.1850 120 (2hr) 1.1590
1.1848 240 (4hr) 1.1585
1.1847 480 (8hr) 1.1580
1.1570
1.1846 1440 (24hr) 1.1570
Lectura Vertical Tiempo Lectura Vertical
(cm) Minuto (cm)
4.000 Ezfuerzo normal(Kg/cm2) 6.000
1.1150 0.00 1.0300
1.0830 0.1(6) 1.0200
1.0790 0.25(15) 1.0173
1.0750 0.5(30) 1.0145
1.0730 0.75(45) 1.0120
1.0700 1.00 1.0100
1.0600 2.00 1.0042
1.0510 4.00 0.9967
1.0430 8.00 0.9895
1.0390 15.00 0.9835
1.0360 30.00 0.9820
1.0340 60 (1hr) 0.9800
1.0322 120 (2hr) 0.9785
1.0318 240 (4hr) 0.9770
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1.0310 480 (8hr) 0.9760
1.0302 960 (16hr) 0.9750
1.0300 0.9745
1.0300 1440 (24hr) 0.9745
ETAPA: DESCARGA
Lectura Vertical Tiempo Lectura Vertical
(cm) Minuto (cm)
2.000 Ezfuerzo normal(Kg/cm2) 1.000
0.9770 0.00 0.9858
0.9805 0.1(6) 0.9890
0.9817 0.25(15) 0.9904
0.9821 0.5(30) 0.9910
0.9829 0.75(45) 0.9920
0.9833 1.00 0.9928
0.9844 2.00 0.9946
0.9852 4.00 0.9966
0.9858 8.00 0.9980
0.9858 1440 (24hr) 0.9980
Lectura Vertical Tiempo Lectura Vertical
(cm) Minuto (cm)
0.250 Ezfuerzo normal(Kg/cm2) 0.050
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1.0109 0.00 1.0222
1.0130 0.1(6) 1.0280
1.0137 0.25(15) 1.0292
1.0145 0.5(30) 1.0307
1.0152 0.75(45) 1.0320
1.0157 1.00 1.0333
1.0173 2.00 1.0370
1.0198 4.00 1.0415
1.0222 8.00 1.0482
1.0222 1440 (24hr) 1.0482
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Cálculos1.) Area de la muestra
A= 19.63 cm2
2.) Volumen inicial
Vi= 39.27 cm3
3.) Volumen final
34.23 cm3
1.74
4.) Humedad inicial
38.40
5.) Humedad inicial
34.41
6.) Peso unitario inicial
Vf=
hf=
wi =
wf =
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1.80 gr/cm3
7.) Peso unitario final
2.00 gr/cm3
8.) Densidad seca inicial
1.30 gr/cm3
9.) Densidad seca final
1.49 gr/cm3
10.) Volumen de solidos
19.23 cm3
11.) Altura teorica de solidos
0.98 cm
12.) Relacion de vacios inicial
1.0417
γi =
γf =
γ di =
γ df =
Vs =
Hs =
e0 =
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13.) Relacion de vacios final
0.7798
14.) Variacion de altura
0.0000 cm
0.0287 cm
0.0177 cm
0.0276 cm
0.0420 cm
0.0850 cm
0.0550 cm
-0.0025 cm
-0.0088 cm
-0.0122 cm
-0.0129 cm
-0.0113 cm
-0.0260 cm
ef =
∆h1 =
∆h2=
∆h3 =
∆h4 =
∆h5=
∆h6=
∆h7 =
∆h8=
∆h9 =
∆h10 =
∆h11=
∆h12 =
∆h13 =
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Cálculos15.) Deformacion vertical 20.) Grado de saturacion
0.0000 100
1.4350
0.8850 100
1.3800
2.1000
4.2500
2.7500
-0.1250
-0.4400
-0.6100
-0.6450
-0.5650
-1.3000
16.) Variacion de relacion de vacios
0.0000
0.0293
0.0181
0.0282
0.0429
0.0868
0.0561
-0.0026
-0.0090
ρv1 = Si =
ρv2 =
ρv3 = Sf =
ρv4 =
ρv5 =
ρv6 =
ρv7 =
ρv8 =
ρv9 =
ρv10 =
ρv11 =
ρv12 =
ρv12 =
∆e1 =
∆e2 =
∆e3 =
∆e4 =
∆e5 =
∆e6 =
∆e7 =
∆e8 =
∆e9 =
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-0.0125
-0.0132
-0.0115
-0.0265
17.) Relacion de vacios
1.0417
1.0124
0.9943
0.9662
0.9233
0.8365
0.7804
0.7829
0.7919
0.8043
0.8175
0.8291
0.8556
18.) Altura promedio de muestras
2.0000
1.9713
1.9536
1.9260
1.8840
1.7990
∆e10 =
∆e11 =
∆e12 =
∆e13 =
e1 =
e2 =
e3 =
e4 =
e5 =
e6 =
e7 =
e8 =
e9 =
e10 =
e11 =
e12 =
e13 =
Hp1 =
Hp2 =
Hp3 =
Hp4 =
Hp5 =
Hp6 =
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1.7440
1.7465
1.7553
1.7675
1.7804
1.7917
1.8177
19.) Altura efectiva de drenaje
1.0000
0.9856
0.9768
0.9630
0.9420
0.8995
0.8720
0.8732
0.8776
0.8837
0.8902
0.8958
0.9088
Hp7 =
Hp8 =
Hp9 =
Hp10 =
Hp11 =
Hp12 =
Hp13 =
Hd1 =
Hd2 =
Hd3 =
Hd4 =
Hd5 =
Hd6 =
Hd7 =
Hd8 =
Hd9 =
Hd10 =
Hd11 =
Hd12 =
Hd13 =
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20.) Grado de saturacion
% 0 1.0417
0.25 1.0124
% 0.50 0.9943
1.00 0.9662
2.00 0.9233
4.00 0.8365
6.00 0.7804
4.00 0.7829
2.00 0.7919
1.00 0.8043
0.50 0.8175
0.25 0.8291
0.05 0.8556
0.00 1.2023
0.10 1.0830
0.25 1.0790
0.50 1.0750
0.75 1.0730
Carga Aplicada (kg/cm²)
Relacion de vacios (e)
1.00 10.000.75
0.80
0.85
0.90
0.95
1.00
1.05
Presión - Kg / cm³
Rela
ción d
e V
ací
os
(e)
0.10
1.00
10.00
100.00
1000.00
10000.00
1.0000
1.0100
1.0200
1.0300
1.0400
1.0500
1.0600
1.0700
1.0800
1.0900
LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)
LOGARITMO DEL TIEMPO
LEC
TUR
A D
EL
DIA
L (0
,000
1in)
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1.00 1.0700
2.00 1.0600
4.00 1.0510
8.00 1.0430
15.00 1.0390
30.00 1.0360
60.00 1.0340
120.00 1.0322
240.00 1.0318
480.00 1.0310
960 1.0302
1440 1.0300
0.10
1.00
10.00
100.00
1000.00
10000.00
1.0000
1.0100
1.0200
1.0300
1.0400
1.0500
1.0600
1.0700
1.0800
1.0900
LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)
LOGARITMO DEL TIEMPO
LEC
TUR
A D
EL
DIA
L (0
,000
1in)
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1.00 10.000.75
0.80
0.85
0.90
0.95
1.00
1.05
Presión - Kg / cm³
Rela
ción d
e V
ací
os
(e)
0.10
1.00
10.00
100.00
1000.00
10000.00
1.0000
1.0100
1.0200
1.0300
1.0400
1.0500
1.0600
1.0700
1.0800
1.0900
LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)
LOGARITMO DEL TIEMPO
LEC
TUR
A D
EL
DIA
L (0
,000
1in)
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0.10
1.00
10.00
100.00
1000.00
10000.00
1.0000
1.0100
1.0200
1.0300
1.0400
1.0500
1.0600
1.0700
1.0800
1.0900
LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)
LOGARITMO DEL TIEMPO
LEC
TUR
A D
EL
DIA
L (0
,000
1in)
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1.00 10.000.75
0.80
0.85
0.90
0.95
1.00
1.05
Presión - Kg / cm³
Rela
ción d
e V
ací
os
(e)
0.10
1.00
10.00
100.00
1000.00
10000.00
1.0000
1.0100
1.0200
1.0300
1.0400
1.0500
1.0600
1.0700
1.0800
1.0900
LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)
LOGARITMO DEL TIEMPO
LEC
TUR
A D
EL
DIA
L (0
,000
1in)
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0.10
1.00
10.00
100.00
1000.00
10000.00
1.0000
1.0100
1.0200
1.0300
1.0400
1.0500
1.0600
1.0700
1.0800
1.0900
LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)
LOGARITMO DEL TIEMPO
LEC
TUR
A D
EL
DIA
L (0
,000
1in)
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1.) Area de la muestra
A=