DATOS CORTEUNIVERSIDAD NACIONAL DEL ALTIPLANOESCUELA PROFESIONAL DE INGENIERA CIVILLABORATORIO DE MECNICA DE SUELOS Y MATERIALESPROYECTO :MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS INICIAL EN LA I.E.I. CUCURAYA, COMUNIDADDE CUCURAYA, DISTRITO DE TILALI, PROVINCIA DE MOHO - PUNOSOLICITADO :Ing. Pluvio bacilio Flores JustoFICACALICATA :C-1LUGAR :C.C. CUCURAYA, DISTRITO DE TILALI, PROVINCIA DE MOHO PUNO.MUESTRA :M-2FECHA :22 DE JULIO DEL 2013PROFUNDIDAD :2.15mENSAYO DE CORTE DIRECTO(NORMA ASTM - D3080-98)Muestra Nro.M-2Profundidad de la muestra(m):2.15 mEstado del SueloNaturalInalteradaXCalicata:C-1Clasificacion (SUCS):----Remoldeada154.86Veloc. de Ensayo (mm/min)0.5Tiempo de Consolidacin (hrs)----DatosESPECIMEN 01ESPECIMEN 02ESPECIMEN 03Nro De TaraT-21D-3T-31InicialFinalInicialFinalInicialFinalPeso de Tara19.5622.233.09Altura (h) (cm)2.052.052.052.052.052.05Peso de Tara + M. Humeda162.33175.43184.13LADO () (cm)5.965.965.965.965.965.96Peso de Tara + M. Seca144.46156.01165.16Volumen (cm3)72.8272.8272.82Peso de Agua17.8719.4218.97Peso (Gr)119.83119.97126.05Peso Muestra Seca144.46156.01165.16PesoEspecifico de masa (gr/cm3)1.6461.6481.731Contenido de humedad W%12.37%12.45%11.49%Humedad (w) (%)12.37%12.45%11.49%Promedio Cont. Humedad W%12.10%Esfuerzo Normal (kg/cm2)0.501.002.00Deformac. Tangencial (mm)Dial de CargaFuerza Cortante (Kg)Esfuerzo de Corte (Kg/cm)Deformac. Tangencial (mm)Dial de CargaFuerza Cortante (Kg)Esfuerzo de Corte (Kg/cm)Deformac. Tangencial (mm)Dial de CargaFuerza Cortante (Kg)Esfuerzo de Corte (Kg/cm)CARACT. MUESTRALADO:5.96ALTURA:2.050.000.000.4590.0130.000.000.4590.0130.000.000.4590.013VOLUMEN:72.8190.105.502.5980.0730.105.502.5980.0730.105.002.4030.068DESCRIPCINM-1M-2M-37061.0385827.6870998880.208.003.5700.1010.208.503.7650.1060.2012.005.1260.144Wanillo154.86154.86154.868069.6139631.5768922560.3011.004.7370.1330.3010.504.5430.1280.3018.007.4600.210Wanillo+muestra274.69274.83280.919078.1893435.4666846240.4013.505.7100.1610.4013.005.5150.1550.4026.0010.5720.298Wmuestra119.83119.97126.0510086.7647239.3564769920.5016.006.6820.1880.5015.006.2930.1770.5033.5013.4890.3804.54.8698412.20895987760.6019.007.8490.2210.6017.007.0710.1990.6038.5015.4340.4356.56.5849172.98691835120.7021.008.6270.2430.7019.007.8490.2210.7044.5017.7680.5000.5600.500.8023.009.4050.2650.8021.008.6270.2430.8051.0020.2960.5710.8011.000.9024.009.7940.2760.9022.009.0160.2540.9058.0023.0190.6481.6552.005.961.0026.5010.7670.3031.0022.509.2110.2591.0065.0025.7420.725area=35.52161.1028.5011.5440.3251.1022.509.2110.2591.1071.5028.2710.7961.2031.0012.5170.3521.2025.0010.1830.2871.2077.0030.4100.8561.3032.0012.9060.3631.3027.5011.1550.3141.3087.2034.3780.9680.000.000.001.4033.0013.2950.3741.4029.5011.9330.3361.4088.0034.6890.9774.508.0012.5012% del LADO=0.7152cm1.5034.5013.8780.3911.5031.5012.7110.3581.5094.0037.0231.0426.5012.0020.001.6036.5014.6560.4131.6033.0013.2950.3741.6098.5038.7731.0928.0016.0022.601.7038.0015.2400.4291.7034.0013.6840.3851.70103.0040.5231.1419.5025.0025.401.8039.0015.6290.4401.8035.0014.0730.3961.80108.0042.4681.19610.7030.0028.501.9040.0016.0180.4511.9038.5015.4340.4351.90112.0044.0241.23912.0034.0030.702.0041.5016.6010.4672.0039.0015.6290.4402.00119.0046.7471.31614.0037.8033.302.1042.5016.9900.4782.1040.5016.2120.4562.10121.0047.5251.33815.0040.1035.602.2043.0017.1850.4842.2042.0016.7960.4732.20124.0048.6921.37115.5043.0038.002.3044.0017.5740.4952.3044.0017.5740.4952.30126.0049.4701.39315.9046.2040.302.4045.0017.9630.5062.4046.0018.3520.5172.40129.0050.6371.42616.4049.0042.502.5045.5018.1570.5112.5048.0019.1300.5392.50131.0051.4151.44716.8051.5044.602.6046.0018.3520.5172.6050.0019.9080.5602.60133.0052.1931.46917.5053.5047.002.7046.8018.6630.5252.7051.5020.4910.5772.70134.0052.5821.48018.1055.8050.002.8047.0018.7410.5282.8052.5020.8800.5882.80136.0053.3601.50218.8056.5050.902.9048.0019.1300.5392.9054.0021.4630.6042.90137.0053.7491.51319.5057.2052.603.0048.5019.3240.5443.0055.5022.0470.6213.00139.0054.5271.53519.9058.5054.203.1048.9019.4800.5483.1056.5022.4360.6323.10140.0054.9161.54620.2059.0056.003.2049.0019.5190.5493.2057.5022.8250.6433.20141.0055.3051.55720.5059.8057.603.3049.5019.7130.5553.3058.5023.2140.6543.30142.0055.6941.56821.0060.2059.503.4050.0019.9080.5603.4060.0023.7970.6703.40143.0056.0831.57921.2060.8062.603.5050.0019.9080.5603.5061.5024.3810.6863.50144.0056.4721.59021.5061.8065.203.6050.0019.9080.5603.6062.5024.7700.6973.60144.5056.6661.59521.9062.2066.403.7050.0019.9080.5603.7063.5025.1590.7083.70145.0056.8611.60122.0060.8067.400.0003.8064.5025.5480.7193.80146.0057.2501.61222.2061.5068.600.0003.9065.5025.9370.7303.90146.5057.4441.61722.5061.8070.500.0004.0066.5026.3260.7414.00147.0057.6391.62322.8062.2071.500.0004.1067.0026.5200.7474.10147.5057.8331.62822.9062.5072.200.0004.2068.0026.9090.7584.20148.0058.0271.63423.1062.8074.200.0004.3068.5027.1040.7634.30148.5058.2221.63923.5063.0075.100.0004.4069.5027.4930.7744.40149.0058.4161.64523.5063.4076.500.0004.5070.0027.6870.7794.50149.3058.5331.64823.7063.8077.700.0004.6071.0028.0760.7904.60149.5058.6111.65023.8063.8078.900.0004.7072.0028.4650.8014.70149.8058.7281.65323.9064.2080.100.0004.8072.0028.4650.8014.80150.0058.8051.65524.0064.2081.504.9072.0028.4650.8014.90150.0058.8051.65524.2064.7082.405.0072.0028.4650.8015.00150.0058.8051.65524.5064.8083.505.1072.0028.4650.8015.10150.0058.8051.65524.7065.2084.905.2072.0028.4650.80112217.6290.89783759717610.9820.559308667124.9065.5085.5024.9065.9086.6024.9066.2089.5025.0066.5090.4025.1066.5090.8025.2067.2092.10223.08440.15708720225.4092.60OBS.: EL ENSAYO SE REALIZO CON EL MATERIAL PASANTE POR EL TAMIZ N 825.5093.60LA DENSIDAD FUE PROPORCIONADA POR EL SOLICITANTE25.5094.50LA MUESTRA CONTENIA ABUNDATES RAICES Y ALGUNOS RESTOS PLASTICOS25.5095.5096.0096.5097.40

DIAG.ESF.DEFUNIVERSIDAD NACIONAL DEL ALTIPLANOESCUELA PROFESIONAL DE INGENIERA CIVILLABORATORIO DE MECNICA DE SUELOS Y MATERIALESPROYECTO :MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS INICIAL EN LA I.E.I. CUCURAYA, COMUNIDADDE CUCURAYA, DISTRITO DE TILALI, PROVINCIA DE MOHO - PUNOSOLICITADO :Ing. Pluvio Bacilio Flores JustoFICACALICATA :C-1LUGAR :C.C. CUCURAYA, DISTRITO DE TILALI, PROVINCIA DE MOHO PUNO.MUESTRA :M-2FECHA :22 DE JULIO DEL 2013PROFUNDIDAD :2.15 mENSAYO DE CORTE DIRECTO(NORMA ASTM - D3080-98)Muestra Nro.M-2Profundidad de la muestra(m):2.15 mEstado del SueloNaturalInalteradaXCalicata:C-1Clasificacion (SUCS):----RemoldeadaVeloc. de Ensayo (mm/min)0.5Tiempo de Consolidacin (hrs):----OBS.: EL ENSAYO SE REALIZO CON EL MATERIAL PASANTE POR EL TAMIZ N 8LA DENSIDAD FUE PROPORCIONADA POR EL SOLICITANTELA MUESTRA CONTENIA ABUNDATES RAICES Y ALGUNOS RESTOS PLASTICOS

DIAG.ESF.DEF0.01290914010.01290914010.01290914010.07313688330.07313688330.06766163390.10051313020.10598837960.14431512530.13336462650.12788937710.21001811780.16074087340.1552656240.29762210790.18811712030.17716662150.37975084860.22096861660.19906761910.43450334240.24286961410.22096861660.5002063350.26477061160.24286961410.5713845770.27572111040.25382011290.64803806830.30309735730.25929536230.72469155960.32499835480.25929536230.79586980160.35237460170.28667160920.85609754480.36332510050.31404785610.96779263210.37427559930.33594885360.97655303110.39070134740.35784985111.04225602370.41260234490.37427559931.09153326810.42902809310.3852260981.14081051250.43997859180.39617659681.19556300640.45092909060.43450334241.23936500140.46735483870.43997859181.31601849270.47830533750.456404341.33791949020.48378058690.47283008811.37077098650.49473108560.49473108561.39267198410.50568158440.51663208311.42552348030.51115683380.53853308071.44742447790.51663208310.56043407821.46932547540.52539248220.57685982631.48027597410.52758258190.58781032511.50217697170.53853308070.60423607321.51312747040.54400833010.62066182141.5350284680.54838852960.63161232011.54597896670.54948357940.64256281891.55692946550.55495882880.65351331771.56787996420.56043407820.66993906581.5788304630.56043407820.68636481391.58978096180.56043407820.69731531271.59525621110.56043407820.70826581151.60073146050.71921631021.61168195930.7301668091.61715720870.74111730781.6226324580.74659255711.62810770740.75754305591.63358295680.76301830531.63905820620.7739688041.64453345560.77944405341.64781860520.79039455221.65000870490.80134505091.65329385460.80134505091.65548395430.80134505091.65548395430.80134505091.65548395430.80134505091.65548395430.8013450509

0.5 Kg/cm1.0 Kg/cm2.0 Kg/cmDEFORMACIN TANGENCIAL (mm)ESFUERZO DE CORTE (Kg/cm)ESFUERZO vs DEFORMACION

DIAG.FALLAUNIVERSIDAD NACIONAL DEL ALTIPLANOESCUELA PROFESIONAL DE INGENIERA CIVILLABORATORIO DE MECNICA DE SUELOS Y MATERIALESMEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS INICIAL EN LA I.E.I. CUCURAYA, COMUNIDADDE CUCURAYA, DISTRITO DE TILALI, PROVINCIA DE MOHO - PUNOIng. Pluvio Bacilio Flores JustoPROYECTO :SOLICITADO :FICACALICATA :C-1LUGAR :C.C. CUCURAYA, DISTRITO DE TILALI, PROVINCIA DE MOHO PUNO.MUESTRA :M-2FECHA :22 DE JULIO DEL 2013PROFUNDIDAD :2.15 mENSAYO DE CORTE DIRECTO(NORMA ASTM - D3080-98)Muestra Nro.M-2Profundidad de la muestra(m):2.15 mEstado del SueloNaturalInalteradaXCalicata:C-1Clasificacion (SUCS):----RemoldeadaVeloc. de Ensayo (mm/min)0.5Tiempo de Consolidacin (hrs)COHESION :0.13 Kg/cm2ANGULO DE FRICCION:36.79CALCULOPUNTO 01PUNTO 02PUNTO 03ECUACION Y=mX-mX1+Y1ANGULOCOHESIONXYXYXY0.500.561.000.802.001.66PENDIENTE0.4818219455ENTREP1P2Y=0.4818219455X+0.319525.72600.32PENDIENTE0.8541389034ENTREP2P3Y=0.8541389034X+-0.052840.5020-0.053PENDIENTE0.7300332508ENTREP3P1Y=0.7300332508X+0.195436.13100.195PUNTO N 01YX0.0600.560.50Y=0.7478X+0.133436.78900.13341.060PUNTO N 02YX-0.2000.801.001.800PUNTO N 03YX-0.3401.662.003.660Parmetros de ResistenciaCohes. C=0.133Kg/cm2ng. Fricc. =36.789xy0.3201.660.3201.460.3201.26xy0.21.060.21.860.21.861.11.861.11.861.11.061.11.060.21.06

DIAG.FALLA0.56043407820.80134505091.6554839543

Cohes. C= 0.133 Kg/cm2ESFUERZO NORMAL (Kg/cm)ESFUERZO DE CORTE (Kg/cm)ESFUERZO DE CORTE vs ESFUERZO NORMAL (CRITERIO DE LA FALLA DE MOHR - COULOMB)

Hoja1PRIMER PEQUEOCONTENIDO DE HUMEDADDatos de laboratoriomedidas anillo grandetarat-5a-20t-2ccw tara18.6616.4221.74w+mh52.1973.4380.09w+ms45.9362.2768.68muestra grande 1wt99wt+mh486wt+ms394pi+anillo643amariiloblanco5121828354251607079849398109112121129136142152160169178187193200210218225234241250260