Hoja de cálculo mecánica de suelos
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Diámetro (mm) 74.6 74.7 74.7 Altura 20 20 20 Humedad inicial Tara # 4 3 331 Masa tara (g) 32.27 32.31 32.87 Masa tara+ SH (g 84.09 102.21 99.31 Masa tara+ SS (g 69.96 83.44 81.79 SH (g) 51.82 69.9 66.44 SS (g) 37.69 51.13 48.92 SH-SS (G) 14.13 18.77 17.52 %w 37 37 36 37 Gs 2.83 Área 0.004371 V TOTAL 8.742E-05 m3 sh+a 226.20 Masa a 79.82 gr Masa sh ### gr Masa ss 107.10 gr Peso sh 1.44 N Peso ss 1.05 N Peso unitario sh 16.43 kN/m3 e=Gs(pH2O/ps)-1 Peso unitario ss 12.02 kN/m3 Peso unitario H2 10 kN/m3 e inicial 1.355
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Hoja de cálculo laboratorio de consolidación
Transcript of Hoja de cálculo mecánica de suelos
Diámetro (mm) 74.6 74.7 74.7 Altura 20 20 20
Humedad inicial Humedad finalTara # 4 3 331 Tara # 417Masa tara (g) 32.27 32.31 32.87 Masa tara (g) 12.02Masa tara+ SH (g) 84.09 102.21 99.31 Masa tara+ SH (g) 29.63Masa tara+ SS (g) 69.96 83.44 81.79 Masa tara+ SS (g) 24.71SH (g) 51.82 69.9 66.44 SH (g) 17.61SS (g) 37.69 51.13 48.92 SS (g) 12.69SH-SS (G) 14.13 18.77 17.52 SH-SS (G) 4.92%w 37 37 36 37 %w 39
Gs 2.83Área 0.004371V TOTAL 8.742E-05 m3sh+a 226.20 Masa a 79.82 grMasa sh 146.380 grMasa ss 107.10 grPeso sh 1.44 NPeso ss 1.05 NPeso unitario sh 16.43 kN/m3 e=Gs(pH2O/ps)-1Peso unitario ss 12.02 kN/m3Peso unitario H2O 10 kN/m3e inicial 1.355
Humedad final18 20
11.14 10.5534.23 36.2929.07 27.6523.09 25.7417.93 17.1
5.16 8.6429 51 39
Carga (kgf) 0.1 0.5 Altura (mm) 20 Escala
Tiempo transcurrido Lectura de desplazamiento Altura- Relación de(minutos) Grande Pequeño Grande*escala vacíos e
0 7 15 0 19.93 1.3460.13 18 15 0.36 19.82 1.3330.25 19.5 15 0.50 19.805 1.3320.5 20 15 0.71 19.8 1.3311 21 15 1.00 19.79 1.3302 21.5 15 1.41 19.785 1.3294 22 15 2.00 19.78 1.3298 22.5 15 2.83 19.775 1.328
15 23 15 3.87 19.77 1.32730 24 15 5.48 19.76 1.32660 24 15 7.75 19.76 1.326
120 25 15 10.95 19.75 1.325308 25 15 17.55 19.75 1.325538 26 15 23.19 19.74 1.324
1140 26.5 15 33.76 19.735 1.323
√T
0.01 mm
0 5 10 15 20 25 30 35 4019.6
19.65
19.7
19.75
19.8
19.85
19.9
19.95
Carga (kgf) 0.6 0.5 Altura (mm) 20
Tiempo transcurrido Lectura de desplazamiento Raíz de T Altura-(minutos) Grande Pequeño Grande*escala
0 26.5 15 0 19.7350.13 30.5 15 0.36 19.6950.25 31 15 0.50 19.690.5 31.5 15 0.71 19.6851 32 15 1.00 19.682 32.5 15 1.41 19.6754 33 15 2.00 19.678 33.5 15 2.83 19.665
15 34 15 3.87 19.6630 34.5 15 5.48 19.65560 35 15 7.75 19.65
120 35.5 15 10.95 19.645308 36.5 15 17.55 19.635538 37 15 23.19 19.63
1140 38 15 33.76 19.62
Escala 0.01 mm
Relación devacíos e
1.3231.3191.3181.3171.3171.3161.3161.3151.3151.3141.3131.3131.3121.3111.310
0 5 10 15 20 25 30 35 4019.56
19.58
19.6
19.62
19.64
19.66
19.68
19.7
19.72
19.74
19.76
0 5 10 15 20 25 30 35 4019.56
19.58
19.6
19.62
19.64
19.66
19.68
19.7
19.72
19.74
19.76
Carga (kgf) 1.1 1 Altura (mm) 20
Tiempo transcurrido Lectura de desplazamiento Raíz de T Altura-(minutos) Grande Pequeño Grande*escala
0 38 15 0.00 19.620.13 46 15 0.36 19.540.25 47 15 0.50 19.530.5 47 15 0.71 19.531 48 15 1.00 19.522 49 15 1.41 19.514 50 15 2.00 19.58 51 15 2.83 19.49
15 52 15 3.87 19.4830 53 15 5.48 19.4760 54 15 7.75 19.46
120 54.5 15 10.95 19.455308 55.5 15 17.55 19.445538 56 15 23.19 19.44
1140 58.5 15 33.76 19.415
Escala 0.01 mm
Relación devacíos e
1.3101.3001.2991.2991.2981.2971.2961.2951.2931.2921.2911.2901.2891.2891.286
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0019.3
19.35
19.4
19.45
19.5
19.55
19.6
19.65
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0019.3
19.35
19.4
19.45
19.5
19.55
19.6
19.65
Carga (kgf) 2.1 2 Altura (mm) 20
Tiempo transcurrido Lectura de desplazamiento Raíz de T Altura-(minutos) Grande Pequeño Grande*escala
0 58.5 15 0.00 19.4150.13 71 15 0.36 19.290.25 72 15 0.50 19.280.5 73.6 15 0.71 19.2641 75 15 1.00 19.252 76 15 1.41 19.244 78 15 2.00 19.228 79 15 2.83 19.21
15 80.5 15 3.87 19.19530 82 15 5.48 19.1860 83 15 7.75 19.17
120 84 15 10.95 19.16308 86 15 17.55 19.14538 87 15 23.19 19.13
1140 88 15 33.76 19.12
Escala 0.01 mm
Relación devacíos e
1.2861.2711.2701.2681.2661.2651.2631.2621.2601.2581.2571.2561.2531.2521.251
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0018.95
19
19.05
19.1
19.15
19.2
19.25
19.3
19.35
19.4
19.45
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0018.95
19
19.05
19.1
19.15
19.2
19.25
19.3
19.35
19.4
19.45
Carga (kgf) 4.1 4 Altura (mm) 20
Tiempo transcurrido Lectura de desplazamiento Raíz de T Altura-(minutos) Grande Pequeño Grande*escala
0 88 15 0.00 19.120.13 114 14 0.36 18.860.25 117 14 0.50 18.830.5 119 14 0.71 18.811 120 14 1.00 18.82 124 14 1.41 18.764 126 14 2.00 18.748 129.5 14 2.83 18.705
15 132 14 3.87 18.6830 134.9 14 5.48 18.65160 136.5 14 7.75 18.635
120 138.2 14 10.95 18.618308 141 14 17.55 18.59538 142 14 23.19 18.58
1140 144 14 33.76 18.56
Escala 0.01 mm
Relación devacíos e
1.2511.2201.2171.2141.2131.2091.2061.2021.1991.1961.1941.1921.1891.1871.185
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0018.2
18.3
18.4
18.5
18.6
18.7
18.8
18.9
19
19.1
19.2
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0018.2
18.3
18.4
18.5
18.6
18.7
18.8
18.9
19
19.1
19.2
Carga (kgf) 8.1 8 Altura (mm) 20
Tiempo transcurrido Lectura de desplazamiento Raíz de T Altura-(minutos) Grande Pequeño Grande*escala
0 144 14 0.00 18.560.13 183 14 0.36 18.170.25 189 14 0.50 18.110.5 191 14 0.71 18.091 194 14 1.00 18.062 196 14 1.41 18.044 203 13 2.00 17.978 206 13 2.83 17.94
15 209 13 3.87 17.9130 213 13 5.48 17.8760 217.5 13 7.75 17.825
120 220 13 10.95 17.8308 222 13 17.55 17.78538 223 13 23.19 17.77
1140 225 13 33.76 17.75
Escala 0.01 mm
Relación devacíos e
1.1851.1391.1321.1301.1261.1241.1161.1121.1091.1041.0991.0961.0931.0921.090
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0017.2
17.4
17.6
17.8
18
18.2
18.4
18.6
18.8
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0017.2
17.4
17.6
17.8
18
18.2
18.4
18.6
18.8
Carga (kgf) 16.1 16 Altura (mm) 20
Tiempo transcurrido Lectura de desplazamiento Raíz de T Altura-(minutos) Grande Pequeño Grande*escala
0 225 13 0.00 17.750.13 258 13 0.36 17.420.25 261 13 0.50 17.390.5 264 13 0.71 17.361 271 13 1.00 17.292 277 13 1.41 17.234 287 13 2.00 17.138 296 13 2.83 17.04
15 303 12 3.87 16.9730 309 12 5.48 16.9160 312 12 7.75 16.88
120 315 12 10.95 16.85308 318 12 17.55 16.82538 320 12 23.19 16.8
1140 322 12 33.76 16.78
Escala 0.01 mm
Relación devacíos e
1.0901.0511.0471.0441.0361.0281.0171.0060.9980.9910.9870.9840.9800.9780.975
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0016.2
16.4
16.6
16.8
17
17.2
17.4
17.6
17.8
18
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.0016.2
16.4
16.6
16.8
17
17.2
17.4
17.6
17.8
18
Carga retirada (kgf)Tiempo 16 12 4.1 16 12 4.1minutos Lectura dial grande Altura en t Altura en t Altura en t
1 316 299 266 16.84 17.01 17.342 316 296 262 16.84 17.04 17.384 315 292 256 16.85 17.08 17.448 315 287 249 16.85 17.13 17.51
15 315 285 240 16.85 17.15 17.630 314 284 230 16.86 17.16 17.760 314 283 221 16.86 17.17 17.79
Altura (mm) 20Relación de Relación de Relación devacíos e (16) vacíos e (12) vacíos e (4,1)
0.983 1.003 1.0410.983 1.006 1.0460.984 1.011 1.0530.984 1.017 1.0610.984 1.019 1.0720.985 1.020 1.0840.985 1.021 1.094
Carga (kgf)Carga en el suelo (kgf)Carga en el suelo (N) σ (kPa) e0.6 6 58.86 13.466449 1.323 CURVA DE COMPRESIBILIDAD1.1 11 107.91 24.68849 1.3102.1 21 206.01 47.132571 1.2864.1 41 402.21 92.020734 1.2518.1 81 794.61 181.79706 1.185
16.1 161 1579.41 361.34971 1.09032.1 321 3149.01 720.45502 0.97516 160 1569.6 359.1053 0.98512 120 1177.2 269.32898 1.0214.1 41 402.21 92.020734 1.094
10 100 10000.950
1.000
1.050
1.100
1.150
1.200
1.250
1.300
1.350
Esfuerzo normal σ [kPa]
Rela
ción
de v
acío
s (e)
CURVA DE COMPRESIBILIDAD
10 100 10000.950
1.000
1.050
1.100
1.150
1.200
1.250
1.300
1.350
Esfuerzo normal σ [kPa]
Rela
ción
de v
acío
s (e)
