Pruebas Mecánica de Suelos
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DETERMINACION N°. 1 2 HUMEDAD CAPSULA N°. 1 2 PESO CAPSULA (Kg) 0.13248 0.13017 CAPSULA + S. H. (Kg) 0.39259 0.33678 CAPSULA + S. S. (Kg) 0.35803 0.30699 PESO AGUA (Ww) (Kg) 0.03456 0.02979 UELO SECO (S. S.) (Ws) (Kg 0.22555 0.17682 HUMEDAD (%) 15.3225449 16.8476417 PESO MOLDE (Kg) 4.2 4.2 MOLDE + S. H. (Kg) 5.78 5.857 SUELO HUMEDO (S. S.) (Kg) 1.58 1.657 0.00092377 0.00092377 1710.39001 1793.74446 1483.13585 1535.11396 MOLDE D = 0.101 m h = 0.1153 m W = 4.2 Kg A = 0.008011847 V = 0.000923766 PESO ESPECIFICO VOLUMEN MOLDE (m 3 ) PESO VOL. HUM. (ϒm) (Kg/m 3 ) PESO VOL. SECO (ϒd) (Kg/m 3 ) m 2 m 3
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Mecanica de suelos Teorica
Transcript of Pruebas Mecánica de Suelos
DETERMINACION N°. 1 2 3 4
HUMEDAD
CAPSULA N°. 1 2 3 4PESO CAPSULA (Kg) 0.13248 0.13017 0.13138 0.14037CAPSULA + S. H. (Kg) 0.39259 0.33678 0.3687 0.39676CAPSULA + S. S. (Kg) 0.35803 0.30699 0.334 0.35679
PESO AGUA (Ww) (Kg) 0.03456 0.02979 0.0347 0.03997SUELO SECO (S. S.) (Ws) (Kg) 0.22555 0.17682 0.20262 0.21642
HUMEDAD (%) 15.3225449 16.8476417 17.1256539 18.4687182
PESO MOLDE (Kg) 4.2 4.2 4.2 4.2MOLDE + S. H. (Kg) 5.78 5.857 5.85 5.994
SUELO HUMEDO (S. S.) (Kg) 1.58 1.657 1.65 1.7940.00092377 0.00092377 0.00092377 0.000923771710.39001 1793.74446 1786.16678 1942.050431483.13585 1535.11396 1525.00048 1639.29386
MOLDED = 0.101 mh = 0.1153 mW = 4.2 KgA = 0.008011847
V = 0.000923766
PESOESPECIFICO VOLUMEN MOLDE (m3)
PESO VOL. HUM. (ϒm) (Kg/m3)PESO VOL. SECO (ϒd) (Kg/m3)
m2
m3
5 65 6
0.13292 0.512920.41135 0.752880.30572 0.727810.10563 0.025070.1728 0.21489
61.1284722 11.666434
4.2 4.26.045 6.0091.845 1.809
0.00092377 0.000923771997.25922 1958.288311239.54456 1753.69467
0 10 20 30 40 50 60 701200125013001350140014501500155016001650170017501800
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0 10 20 30 40 50 60 701200125013001350140014501500155016001650170017501800
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