Corte Directo
10
ENSAYO DE CORTE DIERCTO MUESTRA Tipo Lado (cm) Alt (cm) Area (cm2) Vol (cm3) Wt (gr) alterada 6 2 36.000 72.000 Wmh + t (g) Wms + t (g) CARGAS MUESTRAS Wms (gr) 1 2 3 Ww (gr) Pa (marcoy placa) Kg 0.604 0.604 0.604 W % Pb (prcha carga) Kg 1.000 2 4 PV (Kg) 10.604 20.604 40.604 0.295 0.5723333 1.128 Datos de prueba Vel. Carga (mm/min) 0.5 Const. Anillo carga (Kg/N° Div) 0.446379 T(min) ε 1 + ε 1 T(min) 0.0 0.000 0.0000 1.0000 36.000 0.000 0.000 0.000 0.0 0.5 0.012 0.0020 1.0020 35.928 9.500 4.241 0.118 0.5 1.0 0.025 0.0042 1.0042 35.851 15.500 6.919 0.193 1.0 1.5 0.057 0.0095 1.0095 35.661 20.300 9.061 0.254 1.5 2.0 0.081 0.0135 1.0135 35.520 24.000 10.713 0.302 2.0 2.5 0.105 0.0175 1.0175 35.381 27.300 12.186 0.344 2.5 3.0 0.129 0.0215 1.0215 35.242 30.300 13.525 0.384 3.0 3.5 0.153 0.0255 1.0255 35.105 33.000 14.731 0.420 3.5 4.0 0.177 0.0295 1.0295 34.968 35.500 15.846 0.453 4.0 4.5 0.200 0.0333 1.0333 34.839 37.900 16.918 0.486 4.5 5.0 0.225 0.0374 1.0374 34.702 39.800 17.766 0.512 5.0 5.5 0.247 0.0412 1.0412 34.577 42.000 18.748 0.542 5.5 6.0 0.270 0.0450 1.0450 34.450 43.700 19.507 0.566 6.0 6.5 0.294 0.0490 1.0490 34.318 44.500 19.864 0.579 6.5 7.0 0.317 0.0528 1.0528 34.193 44.500 19.864 0.581 7.0 7.5 0.342 0.0570 1.0570 34.059 44.000 19.641 0.577 7.5 8.0 0.366 0.0610 1.0610 33.930 43.500 19.417 0.572 8.0 Esf. Normal (τ) Kg/cm2 Dezp.hor (cm) A. correg (cm2) Def. carga (N° Div) Fza Corte (Kg) Esf. Cort. (kg/cm2)
-
Upload
louis-albert -
Category
Documents
-
view
2 -
download
0
description
suelos
Transcript of Corte Directo
Hoja1MUESTRATipoLado (cm)Alt (cm)Area (cm2)Vol (cm3)Wt (gr)alterada6236.00072.000Wmh + t (g)Wms + t (g)CARGASMUESTRASWms (gr)123Ww (gr)Pa (marcoy placa) Kg0.6040.6040.604W %Pb (prcha carga) Kg1.00024PV (Kg)10.60420.60440.604Esf. Normal () Kg/cm20.2950.57233333331.128
Datos de pruebaVel. Carga (mm/min)0.5Const. Anillo carga (Kg/N Div)0.446379
T(min)Dezp.hor (cm)1 + A. correg (cm2) Def. carga (N Div)Fza Corte (Kg)Esf. Cort. (kg/cm2)1T(min)Dezp.hor (cm)1 + A. correg (cm2) Def. carga (N Div)Fza Corte (Kg)Esf. Cort. (kg/cm2)T(min)Dezp.hor (cm)1 + A. correg (cm2) Def. carga (N Div)Fza Corte (Kg)Esf. Cort. (kg/cm2)0.00.0000.00001.000036.0000.0000.0000.0000.00.0000.00001.000036.0000.0000.0000.0000.00.0000.00001.000036.0000.00000.0000.50.0120.00201.002035.9289.5004.2410.1180.50.1500.02501.025035.12221.0009.3740.2670.50.0350.00581.005835.79114.0006.2493060.1741.00.0250.00421.004235.85115.5006.9190.1931.00.3800.06331.063333.85629.00012.9450.3821.00.0540.00901.009035.67933.00014.7305070.4111.50.0570.00951.009535.66120.3009.0610.2541.50.6000.10001.100032.72735.00015.6230.4771.50.0690.01151.011535.59153.00023.6580870.6632.00.0810.01351.013535.52024.00010.7130.3022.00.8300.13831.138331.62541.00018.3020.5792.00.0800.01331.013335.52673.50032.80885650.9242.50.1050.01751.017535.38127.30012.1860.3442.51.0800.18001.180030.50845.00020.0870.6582.50.0890.01481.014835.474105.00046.8697951.3253.00.1290.02151.021535.24230.30013.5250.3843.01.3000.21671.216729.58948.00021.4260.7243.00.0970.01621.016235.427117.00052.2263431.4823.50.1530.02551.025535.10533.00014.7310.4203.51.5400.25671.256728.64752.00023.2120.8103.50.1030.01721.017235.392139.50062.26987051.7744.00.1770.02951.029534.96835.50015.8460.4534.01.7800.29671.296727.76355.00024.5510.8844.00.1080.01801.018035.363159.60071.24208842.0374.50.2000.03331.033334.83937.90016.9180.4864.52.0100.33501.335026.96657.00025.4440.9444.50.1120.01871.018735.340182.00081.2409782.3325.00.2250.03741.037434.70239.80017.7660.5125.02.2400.37331.373326.21460.00026.7831.0225.00.1150.01921.019235.323204.50091.28450552.6315.50.2470.04121.041234.57742.00018.7480.5425.52.4800.41331.413325.47262.00027.6751.0875.50.1160.01931.019335.317226.500101.10484352.9246.00.2700.04501.045034.45043.70019.5070.5666.02.7100.45171.451724.79963.00028.1221.1346.00.1160.01931.019335.320251.800112.39823223.2636.50.2940.04901.049034.31844.50019.8640.5796.52.9500.49171.491724.13465.00029.0151.2026.50.1130.01881.018835.335277.000123.6469833.6037.00.3170.05281.052834.19344.50019.8640.5817.03.1800.53001.530023.52967.00029.9071.2717.00.1130.01881.018835.335302.200134.89573383.9457.50.3420.05701.057034.05944.00019.6410.5777.53.4300.57171.571722.90667.00029.9071.3067.50.1130.01881.018835.335327.400146.14448464.2918.00.3660.06101.061033.93043.50019.4170.5728.03.6500.60831.608322.38368.00030.3541.3568.00.1130.01881.018835.335352.600157.39323544.6398.50.3660.06101.061033.93043.50019.4170.5728.53.90.651.6521.81868.00030.3541.3918.50.1130.01881.018835.335377.800168.64198624.9709.00.3660.06101.061033.93043.50019.4170.5729.04.1400.69001.690021.30268.00030.3541.4259.00.1130.01881.018835.335403.000179.8907375.3029.50.3660.06101.061033.93043.50019.4170.5729.54.3900.73171.731720.78968.00030.3541.4609.50.1130.01881.018835.335428.200191.13948785.633DESPL HOR.E.C 1E.C.2E.C.30.0000.0000.0000.0000.0250.1280.2040.2610.0500.2510.3830.4880.0750.3680.5660.6900.1000.4980.7100.9200.1250.5520.7611.127esta curva me salio asi 0.1500.5380.7541.1600.1750.5260.7291.1650.2000.5130.7321.1700.2250.5150.7351.1750.2500.5170.7381.1790.2750.5190.7401.1840.3000.5210.7431.1890.3250.5230.7461.1930.3500.5250.7491.1980.3750.5270.7521.2030.4000.5290.7551.2080.4250.5310.7581.212
normalCort. Max10.2950.57220.5721.46031.1285.633
ENSAYO DE CORTE DIERCTO
Hoja2
Hoja3
