Continua MASTERTEC E.I.R.L.

LABORATORIO DE SUELOS, CONCRETO Y ENSAYO DE MATERIALES

Expediente N:012 - 2012 LEM MT - ChiclayoTesista:ARACELI ROJAS HURTADOTesis:Propuesta de Gestin ambiental de los residuos slidos urbanos de la ciudad de Oyotun, Provincia de Chiclayo Departamento Lambayeque

Ubicacin:Dist. Oyotun, Prov. Chiclayo, Reg. Lambayeque

CIMENTACION CONTINUA

CAPACIDAD PORTANTE(FALLA LOCAL)qd =(2/3)C . N'c + Y . Df . N'q + 0.5 Y . B. N'yDonde:qd =Capacidad de Carga lmite en Tm/m2 C =Cohesin del suelo en Tm/m2 Y =Peso volumtrico del suelo en Tm/m3 Df =Profundidad de desplante de la cimentacin en metrosB =Ancho de la zapata, en metrosN'c N'q, N'y =Factores de carga obtenidas del grfico

DATOS:Colocar Datos: =30qd=33.03Tm/m2C =0.035 =30Y =1.959qd=3.3Kg/cm2C =0.04Si esta bajo Nivel Fretico xDf =1.5Y =1.959001B =1.00*Factor de seguridad (FS=3)Df =1.5Nc =18.99B =1Nq =8.31PRESION ADMISIBLENy =4.27qa=1.10Kg/cm2

NOTA:Para el peso volumtrico del suelo, se ha considerado el efecto negativo de la napa fretica, por1.981encontrarse esta a nivel de cimentacin.1.976Por lo que el peso volumetrico del suelo ser: Y' = Y - 1, por encontrarse debajo del nivel fretico.1.979Considerando que el peso volumtrico del agua es 1,00 gr/cm3 = 1,00 Tm/m31.9786666667

Cuadrada MASTERTEC E.I.R.L.

LABORATORIO DE SUELOS, CONCRETO Y ENSAYO DE MATERIALES

Expediente N:012 - 2012 LEM MT - ChiclayoTesista:ARACELI ROJAS HURTADOTesis:Propuesta de Gestin ambiental de los residuos slidos urbanos de la ciudad de Oyotun, Provincia de Chiclayo Departamento Lambayeque

Ubicacin: PRE - FILTRODist. Oyotun, Prov. Chiclayo, Reg. Lambayeque

CIMENTACION AISLADA

CAPACIDAD PORTANTE(FALLA LOCAL)qd =1.3(2/3)C . N'c + Y . Z . N'q + 0.4 Y . B. N'yDonde:qd =Capacidad de Carga lmite en Tm/m2 C =Cohesin del suelo en Tm/m2 Y =Peso volumtrico del suelo en Tm/m3 Df =Profundidad de desplante de la cimentacin en metrosB =Ancho de la zapata, en metrosN'c N'q, N'y =Factores de carga obtenidas del grficoDATOS: =30qd=33.53Tm/m2C =0.04Y =1.959qd=3.35Kg/cm2Df =1.50B =1.00*Factor de seguridad (FS=3)Nc =18.99Nq =8.31PRESION ADMISIBLENy =4.27qa=1.12Kg/cm2

CircularVALORES PARA FALLA LOCAL26Nc'Nq'NY'05.701.000.0000015.801.000.1026.001.000.1000036.301.000.1046.501.000.10000SOLICITADO:PYASA S.A.C. INGENIERO Y CONSTRUCCION56.801.000.10PROYECTO:AGUA POTABLE PARA EL DISTRITO DE PUEBLO NUEVO - RESERVORIO II67.001.000.1015.86.34UBICACIN:LUGAR UNIDAD VECINAL INDOAMERICA - DIST. PUEBLO NUEVO - PROV. FERREAFE77.301.000.10000FECHA:6/3/0887.501.000.10000MUESTRA: PRE - FILTROC - 1 - M - 497.801.000.10PROFUNDIDAD: PRE - FILTRO6,00 m108.001.000.20CAPACIDAD PORTANTE118.501.100.3015.806.304.00(FALLA LOCAL)129.001.200.40139.301.300.50qd =1.3(2/3)C . N'c + Y . Z . N'q + 0.6 Y . R. N'y149.501.500.601510.001.600.70Donde:1610.501.900.80qd =Capacidad de Carga lmite en Tm/m2 1710.802.000.90C =Cohesin del suelo en Tm/m2 1811.302.501.00Y =Peso volumtrico del suelo en Tm/m3 1911.802.801.50Z =Profundidad de desplante de la cimentacin en metros2012.303.001.80R =Radio de la zapata circular2112.803.502.00N'c N'q, N'y =Factores de carga obtenidas del grfico2213.304.002.502314.004.503.00DATOS:Colocar Datos:2414.305.003.30 =26qd=117.73Tm/m22515.005.503.50C =0.11 =262615.806.304.00Y =1.84qd=11.77Kg/cm2C =0.112716.506.804.50Df =6Y =1.842817.307.504.90R =7.5*Factor de seguridad (FS=3)Df =62918.008.005.50Nc =15.80R =7.53019.008.806.00Nq =6.30PRESION ADMISIBLE3120.009.506.50Ny =4.003221.0010.507.00qa=3.92Kg/cm23322.0011.308.003423.0012.309.503524.5013.0010.003625.5014.3011.503727.0015.5013.003829.0017.0015.503931.0018.5017.004035.0020.0020.00

PuentesSOLICITADO:ING EUDER BACA CORONELPROYECTO:PONTON SHAQUILUBICACIN:LOC. SAN JUAN DE EARA - DIST. GRANADA - PROV. CHACHAPOYAS - REG. AMAZONASFECHA:JULIO, 2008ESTRIBO: DERECHOKM 2+101 L.DERECHO AGUAS ARRIBAFactores de Capacidad de Carga23CAPACIDAD PORTANTENcNqNYNcNqNY000FALLA POR CORTE GENERAL05.141.000.002622.2511.8512.5415.381.090.072723.9413.2014.47000qd =C . Nc + Y . Z . Nq + 0.5 Y . B. Ny25.631.200.152825.8014.7216.7235.901.310.242927.8616.4419.3418.058.668.2Donde:46.191.430.343030.1418.4022.40qd =Capacidad de Carga lmite en Tm/m2 56.491.570.453132.6720.6325.99000C =Cohesin del suelo en Tm/m2 66.811.720.573235.4923.1830.22000Y =Peso volumtrico del suelo en Tm/m3 77.161.880.713338.6426.0935.19000Z =Profundidad de desplante de la cimentacin en metros87.532.060.863442.1629.4441.06000B =Dimensin menor de la zapata rectangular97.922.251.033546.1233.3048.03Nc, Nq, Ny =Factores de carga obtenidas del grficoColocar Datos:108.352.471.223650.5937.7556.3118.058.668.20DATOS118.802.711.443755.6342.9266.19qd =29.35Tm/m2 =23 =23129.282.971.693861.3548.9378.03C =0.1C =0.1139.813.261.973967.8755.9692.25qd =2.935Kg/cm2Y =0.78Y =1.781410.373.592.294075.3164.20109.41Df =1.2Df =1.21510.983.942.654183.8673.90130.22*Factor de seguridad (FS=3)B =1B =11611.634.343.064293.7185.38155.55Nc =18.051712.344.773.5343105.1199.02186.54PRESION ADMISIBLENq =8.66Si Df est por debajo del1813.105.264.0744118.37115.31224.64Ny =8.20Nivel fretico colocar (1)1913.935.804.6845133.88134.88271.76qa =0.98Kg/cm2de lo contrario colocar (0)2014.836.405.3946152.10158.51330.35Y' =12115.827.076.2047173.64187.21403.672216.887.827.1348199.26222.31496.012318.058.668.2049229.93265.51613.16NOTA:El peso volumetrico del suelo es: Y' = Y - 1, por encontrarse debajo del nivel freatico.2419.329.609.4450266.89319.07762.892520.7210.6610.88------------

SPT (Continua)VALORES PARA FALLA LOCAL35Nc'Nq'NY'05.701.000.0000015.801.000.1026.001.000.1000036.301.000.1046.501.000.10000SOLICITADO:ING MANUEL DEL MAESTRO YAMPUFE56.801.000.10PROYECTO:RESERVORIO - AGUA POTABLE BETANIA - BUENA ESPERANZA67.001.000.10000UBICACIN:LOC. BETANIA-BUENA ESPERANZA, DIST. HUARANGO, PROV. SAN IGNACIO, DPTO. CAJAMARCA77.301.000.1024.51310FECHA:11/11/0287.501.000.10000MUESTRA: PRE - FILTRORESERVORIO97.801.000.10108.001.000.20CAPACIDAD PORTANTE118.501.100.3024.5013.0010.00(FALLA LOCAL)129.001.200.40139.301.300.50qd =3NB Rw + 6 (100+N2) DRw 149.501.500.601510.001.600.70Donde:1610.501.900.80qd =Capacidad de Carga lmite en Tm/m2 1710.802.000.90B =Ancho de la zapata, en pies1811.302.501.00Df =Profundidad de desplante de la cimentacin en pies1911.802.801.50Rw =factores de correccin por posicin de la napa fretica 2012.303.001.802112.803.502.002213.304.002.502314.004.503.00DATOS:Colocar Datos:2414.305.003.30 =35qd=10211.42Tm/m22515.005.503.50C =0 =352615.806.304.00Y =1.835qd=1021.14Kg/cm2C =02716.506.804.50Df =3.28Y =1.8352817.307.504.90B =4.92*Factor de seguridad (FS=3)Df =12918.008.005.50Nc =24.50B =1.53019.008.806.00Nq =13.00PRESION ADMISIBLEN223120.009.506.50Ny =10.00Rw =0.863221.0010.507.00N =22qa=340.38Kg/cm24.923322.0011.308.00Rw =0.863.283423.0012.309.503524.5013.0010.003625.5014.3011.503727.0015.5013.003829.0017.0015.503931.0018.5017.004035.0020.0020.00

SPT (Aislada)

Tanque elevado VALORES PARA FALLA LOCAL37Nc'Nq'NY'05.701.000.0000015.801.000.1026.001.000.1000036.301.000.1046.501.000.10000SOLICITADO:ING MANUEL DEL MAESTRO YAMPUFE56.801.000.10PROYECTO:RESERVORIO - AGUA POTABLE BETANIA - BUENA ESPERANZA67.001.000.10000UBICACIN:LOC. BETANIA-BUENA ESPERANZA, DIST. HUARANGO, PROV. SAN IGNACIO, DPTO. CAJAMARCA77.301.000.102715.513FECHA:11/11/0287.501.000.10000MUESTRA: PRE - FILTRORESERVORIO97.801.000.10108.001.000.20CAPACIDAD PORTANTE118.501.100.3027.0015.5013.00129.001.200.40139.301.300.50qd =1.3(2/3)C . N'c + Y . Z . N'q + 0.6 Y . R. N'y149.501.500.601510.001.600.70Donde:1610.501.900.80qd =Capacidad de Carga lmite en Tm/m2 1710.802.000.90C =Cohesin del suelo en Tm/m2 1811.302.501.00Y =Peso volumtrico del suelo en Tm/m3 1911.802.801.50Z =Profundidad de desplante de la cimentacin en metros2012.303.001.80R =Radio de la zapata circular2112.803.502.00N'c N'q, N'y =Factores de carga obtenidas del grfico2213.304.002.502314.004.503.00DATOS:Colocar Datos:2414.305.003.30 =37qd=45.91Tm/m22515.005.503.50C =0 =372615.806.304.00Y =1.545qd=4.59Kg/cm2C =02716.506.804.50Df =1.2Y =1.5452817.307.504.90R =1.425*Factor de seguridad (FS=3)Df =1.22918.008.005.50Nc =27.00R =1.4253019.008.806.00Nq =15.50PRESION ADMISIBLE3120.009.506.50Ny =13.003221.0010.507.00qa=1.53Kg/cm23322.0011.308.003423.0012.309.503524.5013.0010.003625.5014.3011.503727.0015.5013.003829.0017.0015.503931.0018.5017.004035.0020.0020.00

Hoja1

Factores de Capacidad de Carga para la Aplicacin de la Teoria de Terzaghi

NcNqN' N'cN'qN'NyKpyN'N'yK'pyN'NcNqCADN'cN'qCADNcNqN05.701.000.000.005.701.000.0000.000.000.000.000.000.000.00-5.70-1.00-5.7,0-1,00,0-5.70-1.00-5.7,0-1,00,0-37.160.00-22.460.0019.250.0016.001.100.010.675.901.070.00510.012.150.010.670.0051.860.008-6.00-1.10-6,1-1.1,10.01,1-5.90-1.07-5.9,1-1.07,10.005,1-37.1630.00-22.4630.0019.2530.0026.301.220.041.336.101.140.0220.043.290.041.330.022.720.030-6.30-1.22-6.3,2-1.22,20.04,2-6.10-1.14-6.1,2-1.14,20.02,236.621.350.062.006.301.220.0430.063.280.062.000.043.290.060-6.62-1.35-6.62,3-1.35,30.06,3-6.30-1.22-6.3,3-1.22,30.04,30.0030.000.0030.000.0030.0046.971.490.102.676.511.300.05540.103.840.102.670.0553.350.083-6.97-1.49-6.97,4-1.49,40.1,4-6.51-1.30-6.51,4-1.3,40.055,4-37.1630.00-22.4630.0019.2530.0057.341.640.143.346.741.390.0750.144.170.143.340.0743.530.112-7.34-1.64-7.34,5-1.64,50.14,5-6.74-1.39-6.74,5-1.39,50.074,567.731.810.204.016.971.490.1060.204.750.204.010.103.840.151-7.73-1.81-7.73,6-1.81,60.2,6-6.97-1.49-6.97,6-1.49,60.1,678.152.000.274.687.221.590.12870.275.320.274.680.1284.100.194-8.15-2.00-8.15,7-2,70.27,7-7.22-1.59-7.22,7-1.59,70.128,7N'cN'qN'88.602.210.355.357.471.700.16KpyNcNqN80.355.860.355.350.164.380.243-8.60-2.21-8.6,8-2.21,80.35,8-7.47-1.70-7.47,8-1.7,80.16,8-18.990.00-8.310.004.270.0099.092.440.446.037.741.820.2029.0045.42334.2419.9816.1890.446.400.446.030.204.740.305-9.09-2.44-9.09,9-2.44,90.44,9-7.74-1.82-7.74,9-1.82,90.2,9-18.9930.00-8.3130.004.2730.00109.602.690.566.708.021.940.2430.0050.77537.1622.4619.25100.567.130.566.700.245.010.368-9.60-2.69-9.6,10-2.69,100.56,10-8.02-1.94-8.02,10-1.94,100.24,101110.162.980.697.388.322.080.3031.0056.12840.4125.2822.65110.697.800.697.380.305.540.461-10.16-2.98-10.16,11-2.98,110.69,11-8.32-2.08-8.32,11-2.08,110.3,110.0030.000.0030.000.0030.001210.763.290.858.078.632.220.35120.858.610.858.070.355.820.541-10.76-3.29-10.76,12-3.29,120.85,12-8.63-2.22-8.63,12-2.22,120.35,12-18.9930.00-8.3130.004.2730.001311.413.631.048.758.962.380.42'Kp'yN'cN'qN'131.049.501.048.750.426.310.652-11.41-3.63-11.41,13-3.63,131.04,13-8.96-2.38-8.96,13-2.38,130.42,131412.114.021.269.449.312.550.4820.2818.78418.037.663.76141.2610.461.269.440.486.590.748-12.11-4.02-12.11,14-4.02,141.26,14-9.31-2.55-9.31,14-2.55,140.48,141512.864.451.5210.139.672.730.5721.0520.2118.998.314.27151.5211.521.5210.130.577.150.893-12.86-4.45-12.86,15-4.45,151.52,15-9.67-2.73-9.67,15-2.73,150.57,151613.684.921.8210.8210.062.920.6721.8321.64320.039.034.83161.8212.651.8210.820.677.731.056-13.68-4.92-13.68,16-4.92,161.82,16-10.06-2.92-10.06,16-2.92,160.67,161714.565.452.1811.5210.473.130.76172.1813.962.1811.520.768.121.204-14.56-5.45-14.56,17-5.45,172.18,17-10.47-3.13-10.47,17-3.13,170.76,171815.526.042.5912.2210.903.360.88182.5915.322.5912.220.888.721.403-15.52-6.04-15.52,18-6.04,182.59,18-10.90-3.36-10.9,18-3.36,180.88,181916.566.703.0712.9311.363.611.03193.0716.843.0712.931.039.471.652-16.56-6.70-16.56,19-6.7,193.07,19-11.36-3.61-11.36,19-3.61,191.03,192017.697.443.6413.6411.853.881.12203.6418.543.6413.641.129.661.809-17.69-7.44-17.69,20-7.44,203.64,20-11.85-3.88-11.85,20-3.88,201.12,202118.928.264.3114.3512.374.171.35214.3120.444.3114.351.3510.842.195-18.92-8.26-18.92,21-8.26,214.31,21-12.37-4.17-12.37,21-4.17,211.35,212220.279.195.0915.0712.924.481.55225.0922.525.0915.071.5511.662.539-20.27-9.19-20.27,22-9.19,225.09,22-12.92-4.48-12.92,22-4.48,221.55,222321.7510.236.0015.8013.514.821.74236.0024.806.0015.801.7412.312.872-21.75-10.23-21.75,23-10.23,236,23-13.51-4.82-13.51,23-4.82,231.74,232423.3611.407.0816.5314.145.201.97247.0827.387.0816.531.9713.123.277-23.36-11.40-23.36,24-11.4,247.08,24-14.14-5.20-14.14,24-5.2,241.97,242525.1312.728.3417.2714.815.602.25258.3430.208.3417.272.2514.113.772-25.13-12.72-25.13,25-12.72,258.34,25-14.81-5.60-14.81,25-5.6,252.25,252627.0914.219.8418.0115.536.052.59269.8433.409.8418.012.5915.314.378-27.09-14.21-27.09,26-14.21,269.84,26-15.53-6.05-15.53,26-6.05,262.59,262729.2415.9011.6018.7616.306.542.88FORMULAS 2711.6036.9411.6018.762.8816.104.912-29.24-15.90-29.24,27-15.9,2711.6,27-16.30-6.54-16.3,27-6.54,272.88,272831.6117.8113.7019.5217.137.073.292813.7040.9513.7019.523.2917.385.661-31.61-17.81-31.61,28-17.81,2813.7,28-17.13-7.07-17.13,28-7.07,283.29,282934.2419.9816.1820.2818.037.663.762916.1845.4216.1820.283.7618.786.529-34.24-19.98-34.24,29-19.98,2916.18,29-18.03-7.66-18.03,29-7.66,293.76,293037.1622.4619.1321.0518.998.314.393019.1350.4519.1321.054.3920.747.694-37.16-22.46-37.16,30-22.46,3019.13,30-18.99-8.31-18.99,30-8.31,304.39,303140.4125.2822.6521.8320.039.034.833122.6556.1322.6521.834.8321.648.549-40.41-25.28-40.41,31-25.28,3122.65,31-20.03-9.03-20.03,31-9.03,314.83,313244.0428.5226.8722.6221.169.825.513226.8762.5726.8722.625.5123.399.850-44.04-28.52-44.04,32-28.52,3226.87,32-21.16-9.82-21.16,32-9.82,325.51,323348.0932.2331.9423.4122.3910.696.323331.9469.8931.9423.416.3225.4311.415-48.09-32.23-48.09,33-32.23,3331.94,33-22.39-10.69-22.39,33-10.69,336.32,333452.6436.5038.0424.2123.7211.677.223438.0478.2138.0424.217.2227.5413.178-52.64-36.50-52.64,34-36.5,3438.04,34-23.72-11.67-23.72,34-11.67,347.22,343557.7541.4445.4125.0225.1812.758.353545.4187.7045.4125.028.3530.2015.405-57.75-41.44-57.75,35-41.44,3545.41,35-25.18-12.75-25.18,35-12.75,358.35,353663.5347.1654.3625.8426.7713.979.413654.3698.6054.3625.849.4132.2817.554-63.53-47.16-63.53,36-47.16,3654.36,36-26.77-13.97-26.77,36-13.97,369.41,363770.0753.8065.2726.6728.5115.3210.903765.27111.1365.2726.6710.935.4520.563-70.07-53.80-70.07,37-53.8,3765.27,37-28.51-15.32-28.51,37-15.32,3710.9,373877.5061.5578.6127.5130.4216.8512.753878.61125.5878.6127.5112.7539.3024.331-77.50-61.55-77.5,38-61.55,3878.61,38-30.42-16.85-30.42,38-16.85,3812.75,383985.9770.6195.0328.3632.5318.5614.713995.03142.3695.0328.3614.7142.9728.404-85.97-70.61-85.97,39-70.61,3995.03,39-32.53-18.56-32.53,39-18.56,3914.71,394095.6681.27115.3129.2234.8720.5017.2240115.31161.87115.3129.2217.2247.6533.651-95.66-81.27-95.66,40-81.27,40115.31,40-34.87-20.50-34.87,40-20.5,4017.22,4041106.8193.85140.5130.0937.4522.7019.7541140.51184.70140.5130.0919.7551.7739.072-106.81-93.85-106.81,41-93.85,41140.51,41-37.45-22.70-37.45,41-22.7,4119.75,4142119.67108.75171.9930.9840.3325.2122.5042171.99211.53171.9930.9822.555.8445.074-119.67-108.75-119.67,42-108.75,42171.99,42-40.33-25.21-40.33,42-25.21,4222.5,4243134.58126.50211.5631.8743.5328.0626.2543211.56243.23211.5631.8726.2561.6353.257-134.58-126.50-134.58,43-126.5,43211.56,43-43.53-28.06-43.53,43-28.06,4326.25,4344151.95147.74261.6032.7747.1331.3430.4044261.60280.87261.6032.7730.467.4762.479-151.95-147.74-151.95,44-147.74,44261.6,44-47.13-31.34-47.13,44-31.34,4430.4,4445172.29173.29325.3433.6951.1735.1136.0045325.34325.84325.3433.6936.075.4674.962-172.29-173.29-172.29,45-173.29,45325.34,45-51.17-35.11-51.17,45-35.11,4536,4546196.22204.19407.1134.6255.7339.4841.7046407.11379.90407.1134.6241.782.4987.995-196.22-204.19-196.22,46-204.19,46407.11,46-55.73-39.48-55.73,46-39.48,4641.7,4647224.55241.80512.8435.5660.9144.5449.3047512.84445.34512.8435.5649.391.93105.442-224.55-241.80-224.55,47-241.8,47512.84,47-60.91-44.54-60.91,47-44.54,4749.3,4748258.29287.85650.6736.5266.8050.4659.2548650.67525.07650.6736.5259.25104.02128.458-258.29-287.85-258.29,48-287.85,48650.67,48-66.80-50.46-66.8,48-50.46,4859.25,4849298.72344.64831.9937.4973.5557.4171.4549831.99623.01831.9937.4971.45117.96157.055-298.72-344.64-298.72,49-344.64,49831.99,49-73.55-57.41-73.55,49-57.41,4971.45,4950347.51415.151072.8038.4781.3165.6085.75501072.80744.281072.8038.4785.75132.94191.130-347.51-415.15-347.51,50-415.15,501072.8,50-81.31-65.60-81.31,50-65.6,5085.75,50

Hoja2