Contenido de humedad CUADRO N 1.1 DETERMINACIN DEL CONTENIDO DE HUMEDAD NATURAL

CALICATAESTRATOC1E1E2W tara (g)29.3028.60Wt + M. Hmeda (g)341.50283.90Wt + M. Seca (g)297.90231.10W agua (g)43.6052.80W M. Seca (g)268.60202.50W (%)16.2326.07

CALICATAESTRATOC2E1E2W tara (g)28.9028.50Wt + M. Hmeda (g)317.50262.90Wt + M. Seca (g)277.56215.10W agua (g)39.9447.80W M. Seca (g)248.66186.60W (%)16.0625.62

Anlisis granulomtricoANLISIS GRANULOMTRICO DE LA CALICATA 1CALICATA: C1ESTRATO: E1PROFUNDIDADPeso de muestra seca inicial (Ws)9000.00 g2.00 mTAMIZPRP (g)% RP% RA% QUE PASAPORCENTAJE QUE PASA LA MALLA N 200NABERTURA (mm)3"76.20731.008.128.1291.88Peso seco + tara (g)9143.0073102 1/2"63.50414.004.6012.7287.28Peso seco lav. + tara (g)8738.644145172"50.801096.0012.1824.9075.10Peso tara (g)143.0010967441 1/2"38.101098.0012.2037.1062.90Peso seco (Ws)9000.0010989511"25.401286.0014.2951.3948.61Peso seco lavado (g)8595.64128619633/4"19.05752.008.3659.7440.26Prdida de peso (g)404.367528101/2"12.70578.006.4266.1733.83% QUE PASA MALLA N2004.4957810653/8"9.50355.003.9470.1129.893554361/4"6.35522.005.8075.9124.09GRAVAGRUESA3" - 3/4"522568N 44.75118.001.3177.2222.78FINA3/4" - N 4120129N 102.00417.174.6481.8618.14ARENAGRUESAN 4 - N 1081.489.3N 200.85296.733.3085.1514.85MEDIAN 10 - N 4057.956.5N 300.60155.801.7386.8913.11FINAN 40 - N 20030.419.2N 400.43161.441.7988.6811.32LIMO Y ARCILLA< N 20031.517.3N 600.25279.833.1191.798.21D10=0.3254.629.2N 1000.15204.492.2794.065.94D30=9.5039.928.4N 2000.08130.181.4595.514.49D60=33.0025.430.5PRDIDA POR LAVADO404.364.49100.000.00Cu=103.131.72.9TOTAL9000.00 gCc=8.557274.87456.3

NOTA:La muestra ha sido clasificada utilizando el mtodo S.U.C.S. y corresponde a una Grava limpiamal graduada (GP), grava de TM 3"ANLISIS GRANULOMTRICO DE LA CALICATA 2CALICATA: C1ESTRATO: E2PROFUNDIDADPeso de muestra seca inicial (Ws)9000.00 g3.50 mTAMIZPRP (g)% RP% RA% QUE PASAPORCENTAJE QUE PASA LA MALLA N 200NABERTURA (mm)3"76.200.000.000.00100.00Peso seco + tara (g)9143.0073102 1/2"63.50517.005.745.7494.26Peso seco lav. + tara (g)8307.264145172"50.80744.008.2714.0185.99Peso tara (g)143.0010967441 1/2"38.10951.0010.5724.5875.42Peso seco (Ws)9000.0010989511"25.401963.0021.8146.3953.61Peso seco lavado (g)8164.26128619633/4"19.05810.009.0055.3944.61Prdida de peso (g)835.747528101/2"12.701065.0011.8367.2232.78% QUE PASA MALLA N2009.2957810653/8"9.50436.004.8472.0727.933554361/4"6.35568.006.3178.3821.62GRAVAGRUESA3" - 3/4"522568N 44.75126.001.4079.7820.22FINA3/4" - N 4120129N 102.00325.053.6183.3916.61ARENAGRUESAN 4 - N 1081.489.3N 200.85205.662.2985.6714.33MEDIAN 10 - N 4057.956.5N 300.6069.890.7886.4513.55FINAN 40 - N 20030.419.2N 400.4362.970.7087.1512.85LIMO Y ARCILLA< N 20031.517.3N 600.25106.291.1888.3311.67D10=0.1054.629.2N 1000.15103.381.1589.4810.52D30=10.5039.928.4N 2000.08111.021.2390.719.29D60=26.0025.430.5PRDIDA POR LAVADO835.749.29100.000.00Cu=260.001.72.9TOTAL9000.00 gCc=42.407274.87456.3NOTA:La muestra ha sido clasificada utilizando el mtodo S.U.C.S. y corresponde a una Gravamal graduada con arcilla (GP-GC), grava de TM 3"ANLISIS GRANULOMTRICO DE LA CALICATA 2CALICATA: C2ESTRATO: E1PROFUNDIDADPeso de muestra seca inicial (Ws)8500.00 g2.00 mTAMIZPRP (g)% RP% RA% QUE PASAPORCENTAJE QUE PASA LA MALLA N 200NABERTURA (mm)3"76.20705.008.298.2991.71Peso seco + tara (g)8639.0073102 1/2"63.50413.504.8613.1686.84Peso seco lav. + tara (g)8233.354145172"50.801065.0012.5325.6974.31Peso tara (g)139.0010967441 1/2"38.10998.0011.7437.4362.57Peso seco (Ws)8500.0010989511"25.401232.0014.4951.9248.08Peso seco lavado (g)8094.35128619633/4"19.05726.508.5560.4739.53Prdida de peso (g)405.657528101/2"12.70545.006.4166.8833.12% QUE PASA MALLA N2004.7757810653/8"9.50320.253.7770.6529.353554361/4"6.35515.006.0676.7123.29GRAVAGRUESA3" - 3/4"522568N 44.75108.001.2777.9822.02FINA3/4" - N 4120129N 102.00395.104.6582.6317.37ARENAGRUESAN 4 - N 1081.489.3N 200.85268.203.1685.7814.22MEDIAN 10 - N 4057.956.5N 300.60135.801.6087.3812.62FINAN 40 - N 20030.419.2N 400.43141.251.6689.0410.96LIMO Y ARCILLA< N 20031.517.3N 600.25250.322.9491.998.01D10=0.3554.629.2N 1000.15175.252.0694.055.95D30=10.0039.928.4N 2000.08100.181.1895.234.77D60=35.0025.430.5PRDIDA POR LAVADO405.654.77100.000.00Cu=100.001.72.9TOTAL8500.00 gCc=8.167274.87456.3

NOTA:La muestra ha sido clasificada utilizando el mtodo S.U.C.S. y corresponde a una Grava limpiamal graduada (GP), grava de TM 3"ANLISIS GRANULOMTRICO DE LA CALICATA 2CALICATA: C2ESTRATO: E2PROFUNDIDADPeso de muestra seca inicial (Ws)8500.00 g2.00 mTAMIZPRP (g)% RP% RA% QUE PASAPORCENTAJE QUE PASA LA MALLA N 200NABERTURA (mm)3"76.200.000.000.00100.00Peso seco + tara (g)8639.0073102 1/2"63.50487.605.745.7494.26Peso seco lav. + tara (g)7889.294145172"50.80709.208.3414.0885.92Peso tara (g)139.0010967441 1/2"38.10901.0010.6024.6875.32Peso seco (Ws)8500.0010989511"25.401918.2022.5747.2552.75Peso seco lavado (g)7750.29128619633/4"19.05810.009.5356.7843.22Prdida de peso (g)749.717528101/2"12.701033.0012.1568.9331.07% QUE PASA MALLA N2008.8257810653/8"9.50406.004.7873.7126.293554361/4"6.35526.006.1979.8920.11GRAVAGRUESA3" - 3/4"522568N 44.75120.301.4281.3118.69FINA3/4" - N 4120129N 102.00279.103.2884.5915.41ARENAGRUESAN 4 - N 1081.489.3N 200.85180.362.1286.7113.29MEDIAN 10 - N 4057.956.5N 300.6064.360.7687.4712.53FINAN 40 - N 20030.419.2N 400.4357.250.6788.1511.85LIMO Y ARCILLA< N 20031.517.3N 600.2578.290.9289.0710.93D10=0.1554.629.2N 1000.1585.381.0090.079.93D30=12.0039.928.4N 2000.0894.251.1191.188.82D60=28.0025.430.5PRDIDA POR LAVADO749.718.82100.000.00Cu=186.671.72.9TOTAL8500.00 gCc=34.297274.87456.3

NOTA:La muestra ha sido clasificada utilizando el mtodo S.U.C.S. y corresponde a una Grava limpiamal graduada (GP), grava de TM 3"

PORCENTAJE QUE PASA(%)DIMETRO(mm)CURVA DE DISTRIBUCIN GRANULOMTRICA

Plasticidad de suelo CUADRO N 1.1 LMITE LQUIDO Y LMITE PLSTICO DE CALICATA 1- ESTRATO 1CALICATA: C1ESTRATO: E1PROFUNDIDAD: 2.00 m.LMITE LQUIDO (LL)LMITE PLSTICO (LP)TARA N123TARA N12W Tara (g)27.9026.0026.70W Tara (g)26.3026.40Wt + M. Hmeda (g)42.9042.7042.60Wt + M. Hmeda (g)32.2032.70Wt + M. Seca (g)38.8038.4038.70Wt + M. Seca (g)31.1031.50W agua (g)4.104.303.90W agua (g)1.101.20W M. Seca (g)10.9012.4012.00W M. Seca (g)4.805.10W (%)37.6134.6832.50W (%)22.9223.53N Golpes142434LP2322.30 %TEMPERATURA DE SECADO110 CAGUA USADAPOTABLELMITE LQUIDO34.00%LMITE PLSTICO23.22%NDICE DE PLASTICIDAD10.78% CUADRO N 1.1 LMITE LQUIDO Y LMITE PLSTICO DE CALICATA 1- ESTRATO 2CALICATA: C1ESTRATO: E2PROFUNDIDAD: 3.50 m.LMITE LQUIDO (LL)LMITE PLSTICO (LP)TARA N123TARA N12W Tara (g)26.4029.4027.50W Tara (g)25.5026.40Wt + M. Hmeda (g)41.7043.0041.50Wt + M. Hmeda (g)31.7033.30Wt + M. Seca (g)35.2037.4036.00Wt + M. Seca (g)29.9031.30W agua (g)6.505.605.50W agua (g)1.802.00W M. Seca (g)8.808.008.50W M. Seca (g)4.404.90W (%)73.8670.0064.71W (%)40.9140.82N Golpes162433LP4086.27 %TEMPERATURA DE SECADO110 CAGUA USADAPOTABLELMITE LQUIDO68.00%LMITE PLSTICO40.86%NDICE DE PLASTICIDAD27.14% CUADRO N 1.1 LMITE LQUIDO Y LMITE PLSTICO DE CALICATA 2- ESTRATO 1CALICATA: C2ESTRATO: E1PROFUNDIDAD: 2.00 m.LMITE LQUIDO (LL)LMITE PLSTICO (LP)TARA N123TARA N12W Tara (g)28.8028.2027.30W Tara (g)27.3027.10Wt + M. Hmeda (g)37.3035.4034.50Wt + M. Hmeda (g)32.2032.60Wt + M. Seca (g)35.0033.5032.60Wt + M. Seca (g)31.3031.60W agua (g)2.301.901.90W agua (g)0.901.00W M. Seca (g)6.205.305.30W M. Seca (g)4.004.50W (%)37.1035.8535.85W (%)22.5022.22N Golpes132334LP2236.11 %TEMPERATURA DE SECADO110 CAGUA USADAPOTABLELMITE LQUIDO36.10%LMITE PLSTICO22.36%NDICE DE PLASTICIDAD13.74% CUADRO N 1.1 LMITE LQUIDO Y LMITE PLSTICO DE CALICATA 2- ESTRATO 2CALICATA: C2ESTRATO: E2PROFUNDIDAD: 3.50 m.LMITE LQUIDO (LL)LMITE PLSTICO (LP)TARA N123TARA N12W Tara (g)26.2029.3027.50W Tara (g)25.4025.20Wt + M. Hmeda (g)41.5043.1041.60Wt + M. Hmeda (g)31.5032.20Wt + M. Seca (g)35.2037.5036.00Wt + M. Seca (g)29.9030.40W agua (g)6.305.605.60W agua (g)1.601.80W M. Seca (g)9.008.208.50W M. Seca (g)4.505.20W (%)70.0068.2965.88W (%)35.5634.62N Golpes162232LP3508.55 %TEMPERATURA DE SECADO110 CAGUA USADAPOTABLELMITE LQUIDO67.00%LMITE PLSTICO35.09%NDICE DE PLASTICIDAD31.91%

CONTENIDO DE HUMEDAD(%)NMERO DE GOLPESLMITE LQUIDO

Peso especfico CUADRO N 1.1 PESO ESPECFICO DE ARENA GRUESA Y GRAVACALICATAE1 E2C1PROFUNDIDAD: 2.00mPROFUNDIDAD: 3.50mM1M2M1M2Waire (g)129.12157.0792.25169.35Wmsumergida78.0995.7752.2897.28s (g/cm3)2.532.562.312.35s (g/cm3)2.552.33 CUADRO N 1.1 PESO ESPECFICO DE MATERIAL FINOCALICATAESTRATOC1M1M2W ms (g)100.00100.00W fw (g)649.00649.00W fws (g)710.00709.00s (g/cm3)2.562.50s (g/cm3)2.53572.9548.5554.6522.8 CUADRO N 1.1 PESO VOLUMTRICO DE MATERIAL FINO57.360.818.325.7CALICATAESTRATO497.3462C1E1E23.68W cilindro (g)257.60262.402.0281.884Wc + M. Hmeda (g)469.20470.60245.2169625247W M. Hmeda (g)211.60208.20106.2606837607Vol. Cilindro (cm3)114.99110.84s (g/cm3)1.841.88 CUADRO N 1.1 PESO ESPECFICO DE ARENA GRUESA Y GRAVACALICATAE1 E2C2PROFUNDIDAD: 2.00mPROFUNDIDAD: 3.50mM1M2M1M2Waire (g)127.64145.10105.30158.20Wmsumergida76.3289.0052.7096.00s (g/cm3)2.492.592.002.54s (g/cm3)2.542.27 CUADRO N 1.1 PESO ESPECFICO DE MATERIAL FINOCALICATAESTRATOC2M1M2W ms (g)85.0085.00W fw (g)634.00634.00W fws (g)685.00686.00s (g/cm3)2.502.58s (g/cm3)2.54 CUADRO N 1.1 PESO VOLUMTRICO DE MATERIAL FINOCALICATAESTRATOC2E1E2W cilindro (g)256.10257.40Wc + M. Hmeda (g)472.90469.00W M. Hmeda (g)216.80211.60Vol. Cilindro (cm3)114.99110.84s (g/cm3)1.891.91

Clasificacin SUCS CUADRO N 1.1 RESUMEN DE RESULTADOS Y CLASIFICACIN DE SUELOS

CalicataEstratoProfundidad (m)GranulometraLmites de AterbergW (%)m (g/cm3)s (g/cm3)CLASIFICACIN SUCS% QUE PASA TAMIZ N 200% QUE PASA TAMIZ N 4CuCcL.LL.PI.P

C112.004.4922.78103.138.5534.0023.2210.7816.231.842.55GP23.509.2920.2226042.4068.0040.8627.1426.071.882.33GP- GCC212.004.7722.021008.1636.1022.3613.7416.061.892.54GP23.508.8218.69186.6734.2967.0035.0931.9125.621.912.27GP- GC

Nota:La muestra ha sido proporcionada por el solicitante CUADRO N 1.1CLCULO DE LA CAPACIDAD PORTANTE DEL SUELOPARMETROS CONOCIDOSCLASIFICACIN S.U.C.S:GCNGULO DE FRICCIN INTERNA ():35(grados)COHESIN (C):0(Kg/cm2)PESO ESPECFICO DE SLIDOS (s):2.1(g/cm3)PROFUNDIDAD DE CIMENTACIN (Df):200cm.ANCHO DE CIMENTACIN (B):380cm.LONGITUD DE CIMENTACIN (L):550cm.INCLINACIN DE CARGA ():0(grados)FACTORES DE CAPACIDAD DE CARGAFACTORES DE FORMANc=25.80Fcs=1.39Nq=14.72Fqs=1.48N=16.72Fs=0.72FACTORES DE PROFUNDIDADFACTORES DE INCLINACIN DE CARGAFcd=1.21Fci=1.00Fqd=1.13Fqi=1.00Fd=1.00Fi=1.00qu= C*Nc*Fcs*Fcd*Fci + m*Df*Nq*Fqs*Fqd*Fqi + 1/2*m*B*Nw*Fs*Fd*Fi (Kg/cm2)qu=15.23Kg/cm2FS=3.50qa=4.35Kg/cm2

Hoja1CUADRO N 3.37 INTENSIDADES MXIMAS (mm/h) DE LA ESTACIN FUENTE A. WEBERBAUERLatitud:0710' ( S )Departamento : Cajamarca Longitud:7830' ( W )Provincia : Cajamarca Altitud2536Distrito : CajamarcaAo5 min10 min30 min60 min120 min1975110.4065.6428.8017.1210.181976212.40126.2455.4032.9419.591977117.9670.1430.7818.3010.88197843.0825.6211.246.693.98197981.6048.4821.2812.657.52198083.8849.8621.8813.017.741981114.4868.0429.8617.7610.56198288.8052.8023.1813.788.20198386.7651.6022.6413.468.01198480.4047.8220.9812.477.42198557.7234.3215.048.955.32198679.8047.4620.8212.387.36198770.8042.0618.4610.986.53198853.0431.5013.828.224.89198987.3651.9622.8013.558.06199072.0042.7818.7611.166.64199186.5251.4222.5613.427.98199251.6030.6613.448.004.76199365.5239.0017.1010.176.05199483.0449.3821.6612.887.66199560.0035.7015.669.315.541996102.2460.7826.6815.869.43199780.4047.8220.9812.477.42199892.4054.9024.0814.328.521999113.0467.2029.4817.5310.432000105.1262.5227.4416.319.70200182.2048.8421.4212.747.58200264.9238.6416.9410.085.99200360.6036.0015.809.405.59200481.8448.6621.3612.707.55200558.8034.9815.349.135.43200660.0035.7015.669.315.54200774.0443.9819.3011.486.83200878.6046.7420.5212.207.26200964.6838.4616.8610.035.97