Laboratorio de Suelos II

C. inconfinadaCOMPRESIN INCONFINADADel Proctor:DMCS =1.798gr/cm3H optima =17.4%Del Instrumento:Diametro molde =7.1cmAltura inicial =14.2cmK =0.632kg/divArea molde =39.59cm2Volumen molde =562.21cm3Calculos para realizar el ensayo:D.M.C.S (95%) =1.708gr/cm3masa =960.2grmasa de agua =167.1grmasa total =1127.3grmasa por capa =225.5grPROBETA 1LecturaLecturaDeformacinDeformacinAreaCargaEsfuerzodeformacincargaLunitariacorregidaVertical * K(Kpa)verticalvertical(mm)L/L(cm2)(Kg)000.00.00039.5920.0000.00010120.10.00139.6207.58419.14220220.20.00139.64813.90435.06930360.30.00239.67622.75257.34540480.40.00339.70430.33676.40650600.50.00439.73237.92095.44060690.60.00439.76043.608109.67870780.70.00539.78849.296123.89680860.80.00639.81654.352136.507100991.00.00739.87362.568156.9191201091.20.00839.92968.888172.5251401181.40.01039.98674.576186.5051601251.60.01140.04379.000197.2871801321.80.01340.10083.424208.0392001382.00.01440.15887.216217.1852201432.20.01540.21590.376224.7322401472.40.01740.27392.904230.6882601512.60.01840.33095.432236.6262801542.80.02040.38897.328240.9813001563.00.02140.44698.592243.7603501623.50.02540.592102.384252.2244001664.00.02840.740104.912257.5194501664.50.03240.888104.912256.5865001655.00.03541.037104.280254.1135501645.50.03941.187103.648251.6516001636.00.04241.339103.016249.2006501596.50.04641.491100.488242.1917001517.00.04941.64595.432229.157PROBETA 2LecturaLecturaDeformacinDeformacinAreaCargaEsfuerzodeformacincargaLunitariacorregidaVertical * K(Kpa)verticalvertical(mm)L/L(cm2)(Kg)000.00.00039.5920.0000.00010110.10.00139.6206.95217.54720200.20.00139.64812.64031.88130290.30.00239.67618.32846.19440360.40.00339.70422.75257.30450430.50.00439.73227.17668.39960490.60.00439.76030.96877.88770540.70.00539.78834.12885.77480590.80.00639.81637.28893.650100671.00.00739.87342.344106.198120741.20.00839.92946.768117.127140791.40.01039.98649.928124.863160841.60.01140.04353.088132.577180881.80.01340.10055.616138.692200912.00.01440.15857.512143.216220932.20.01540.21558.776146.155240952.40.01740.27360.040149.084260982.60.01840.33061.936153.572280992.80.02040.38862.568154.9163001003.00.02140.44663.200156.2563501023.50.02540.59264.464158.8084001024.00.02840.74064.464158.2354501024.50.03240.88864.464157.6615001025.00.03541.03764.464157.0885501015.50.03941.18763.832154.980600996.00.04241.33962.568151.355650926.50.04641.49158.144140.136700867.00.04941.64554.352130.513PROBETA 3LecturaLecturaDeformacinDeformacinAreaCargaEsfuerzodeformacincargaLunitariacorregidaVertical * K(Kpa)verticalvertical(mm)L/L(cm2)(Kg)000.00.00039.5920.0000.00010190.10.00139.62012.00830.30820340.20.00139.64821.48854.19730490.30.00239.67630.96878.05340630.40.00339.70439.816100.28350750.50.00439.73247.400119.30060880.60.00439.76055.616139.88070990.70.00539.78862.568157.253801090.80.00639.81668.888173.0151001251.00.00739.87379.000198.1301201391.20.00839.92987.848220.0091401511.40.01039.98695.432238.6631601621.60.01140.043102.384255.6841801731.80.01340.100109.336272.6572001772.00.01440.158111.864278.5632201832.20.01540.215115.656287.5942401862.40.01740.273117.552291.8912601902.60.01840.330120.080297.7412801912.80.02040.388120.712298.8793001923.00.02140.446121.344300.0123501923.50.02540.592121.344298.9334001924.00.02840.740121.344297.8534501914.50.03240.888120.712295.2285001905.00.03541.037120.080292.6155501845.50.03941.187116.288282.3406001616.00.04241.339101.752246.1436501376.50.04641.49186.584208.6817001157.00.04941.64572.680174.523Esfuerzo Ensayo N 1 =257.52KpaEsfuerzo Ensayo N 2 =158.81KPaxyEsfuerzo Ensayo N 3 =300.01KPa0.000.002.0021.76qu =238.78Kpa5.0034.19cu =119.39KPa10.0047.8320.0066.1540.0089.1760.00103.5780.00112.70100.00117.80120.00119.39140.00117.60160.00112.27180.00102.86200.0088.07220.0064.28240.000.00260.000.00280.000.00300.000.00320.000.00340.000.00360.000.00380.000.00400.000.00407.950.00

Cinthia:def = lectura deformacin vertical * precisinpresicion instrumento = 0,01 mmCinthia: = L / LL (mm) L (mm): longitud inicial de la muestraCinthia:A' = Ao / (1-)Ao: area inicialCinthia:P' = carga vertical * KCinthia: = P' / Ac * 100 (KPa)Cinthia:def = lectura deformacin vertical * precisinpresicion instrumento = 0,01 mmCinthia: = L / LL (mm) L (mm): longitud inicial de la muestraCinthia:A' = Ao / (1-)Ao: area inicialCinthia:P' = carga vertical * KCinthia: = P' / Ac * 100 (KPa)Cinthia:def = lectura deformacin vertical * precisinpresicion instrumento = 0,01 mmCinthia: = L / LL (mm) L (mm): longitud inicial de la muestraCinthia:A' = Ao / (1-)Ao: area inicialCinthia:P' = carga vertical * KCinthia: = P' / Ac * 100 (KPa)Cinthia:qu: resistencia a la compresin = promedio de los esfuerzos de los ensayosCinthia:cu = qu/2cu:cohesion no drenadaCinthia:y = r - (x-r)y=( r - (x-r))r = cu = qult/2x:[0,qult]

C. inconfinada

(KPa)tensin v/s deformacin

Consolidacin

(KPa)tensin v/s deformacin

Triaxial

y (KPa)t(KPa)Circulo de Mohr

Corte Directo

(KPa)tensin v/s deformacin

Presin de HinchamientoCONSOLIDACIONDatos del suelo y consolidometro:H optima =17.4%D.M.C.S. =1.798gr/cm3D.M.C.S. (95%) =1.708gr/cm3Volumen =80.44cm3Area A =31.67cm2Diametro =6.35cmAltura: Ho =2.54cmPeso anillo =521grMasa muestra inicial Mi =161.3grPeso anillo + muestra inicial =682.3grMasa muestra final Mf =156.5grPeso anillo + muestra final =677.5grMasa muestra seca Ms =136grPeso anillo + muestra final seca =657grGravedad especifica del suelo Gs =2.75Lectura inicial Li =0cmLectura final Lf =0.4328cmPeso especifico del agua w =1.0gr/cm3Peso especifico seco inicial di =16.569KN/m3Peso especifico seco final df =14.156KN/m3Limite Liquido LL =53.38%Limite Plastico LP =17.86%Inice de Plasticidad IP =35.52%Calculos :Altura de los solidos Hs =1.562cmAltura inicial de vacios Hvo =0.978cmRelacion de vacios inicial eo =0.626Contenido inicial de agua wo =18.6%Grado de Saturacin inicial Si =81.7%Contenido final de agua wf =15.1%Grado de Saturacin final Sf =119.1%Indice de huecos final e =0.415kg/cm3Presin de Preconsolidacin 'vp =2.798kg/cm2PuntosPeso'vLecturaH(H/Hs)'v * e(Kg)(Kg/cm2)Dial(cm)(H/Ho)100000000.626020.60.19980.02490.00980.01590.00190.610131.20.381930.04900.01930.03140.00730.594642.40.763650.09270.03650.05940.02770.566654.51.426610.16790.06610.10750.09390.5185692.8411290.28680.11290.18360.32080.442474.51.4210870.27610.10870.17680.15450.449282.40.7610350.26290.10350.16830.07840.457794.51.4210590.26900.10590.17220.15050.45381092.8411440.29060.11440.18600.32510.440011123.7912630.32080.12630.20540.47860.420612165.0514500.36830.14500.23580.73260.390213206.3215830.40210.15830.25740.99970.368614247.5817100.43430.17100.27811.29590.3479Pendiente linea 1 =2.6812Pendiente linea 2 =0.0429Pendiente linea virgen Cc =0.2395Pendiente linea recompresion Cr =0.0515Pendiente linea recompresion Cs =0.0297Curva virgen Strain Energy-Log StressXYInterseccion0.1-3.8347933943-1.1541004.2088047605Curva de recompresion Strain Energy-Log StressXYInterseccion0.2-0.00458055340.0251000.1110942006Serie de proyeccion curva Strain Energy-Log Stress.2.7982.7980.10.04500.045Recta Pendiente de linea VirgenXY0.70.5973601829500.1534166672Recta Pendiente linea compresion primariaXY0.150.61532168861.10.5707674172Recta Pendiente linea de recompresionXY0.150.47817211443.60.437221028LecturaDeformacinPeso''heee / 'mvDial(cm)(Kg)(Kg/cm2)(Kg/cm2)(mm)(cm2 / Kg)(cm2 / Kg)00000-00.626000980.02490.60.1890.190.02490.01590.61010.08410.05171930.04901.20.3790.190.02410.01540.59460.08150.05013650.09272.40.7580.380.04370.02800.56670.07380.04546610.16794.51.4210.660.07520.04810.51850.07260.044611290.286892.8421.420.11890.07610.44240.05360.032912630.3208123.7890.950.03400.02180.42060.02300.014114500.3683165.0521.260.04750.03040.39020.02410.014815830.4021206.3151.260.03380.02160.36860.01710.010517040.4328247.5781.260.03070.01970.34890.01560.0096

Cinthia:Mf: masa despues del ensayoCinthia:Ms: masa muestra final secaCinthia:Lf = lectura dial final * presicion * (2,54 cm / 1 ")presicion: 0,0001 "Cinthia:Hs = Ms / (Gs*w*A)Cinthia:Hvo = Ho - HsCinthia:eo = Hvo / HsCinthia:wo = (Mi-Ms) / Ms * 100Cinthia:Si = Gs*wo / eoCinthia:wf = (Mf-Ms) / Ms * 100Cinthia:Sf = Gs*wf / eCinthia:e = Gs * wfCinthia:v = (Peso / Area) * 10

se * por 10 porq el brazo del consolidometro amplifica por 10Cinthia:H = Lectura Dial * presicion " * (2,54cm/1")

presicion= 0,0001"Cinthia:mv= av / (1+eo)av = e / 'mv: coeficiente de compresibilidad volumetricaCinthia:' = (Peso/Area) * 10Cinthia:e = (hi / Ho) * (1 + eo)Cinthia:ei = eoei+1 = ei - ei+1

Presin de Hinchamiento

Presin v' (Kg/cm2)Indice vacios eCurva de Consolidacin

Hinchamiento LibreCOMPRESIN TRIAXIAL CONSOLIDADA DRENADADatos del material a ensayar:Del Ensayo de Proctor:DMCS =1.798gr/cm3H optima =17.4%Del Instrumento:Altura inicial =14.2cmDiametro molde =7.1cmArea molde =39.59(cm2)Volumen molde =562.21cm3K =0.873kg/divCalculos para realizar el ensayo:D.M.C.S (95%) =1.708gr/cm3masa =960grmasa de agua =167grmasa total =1127grmasa por capa =225grDatos de la probetaPresion de cmara=0.5(kg/cm2)Presin del Regulador=2.77(kg/cm2)PROBETA 1LecturaLecturaLecturaLecturaDeformacinDeformacinAreaCargaDVDss3s1s3s1pqpqDespl. Vert.Def. AnilloBuretaPres. PoroLunitariacorregidaVertical * KVolumenEsf.desv.TotalesTotalesEfectivasEfectivasEfectivasEfectivasTotalesTotalesx 0,001"x 0,0001"cm3(kg/cm2)(cm)L/L(cm2)(Kg)cm3(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)0047.82.270.00.00039.5919214169000.0000.50.5000.500.5000.5000.0000.5000.000104347.62.280.00.00039.648757927537.5390.20.9470.51.4470.491.4370.8060.4730.8160.473206247.82.270.10.00039.734068648454.12601.3620.51.8620.501.8620.9540.6810.9540.681307148.22.260.10.00139.833846706961.983-0.41.5560.52.0560.512.0661.0290.7781.0190.7784077492.260.10.00139.962356304267.221-1.21.6820.52.1820.512.1921.0710.8411.0610.841508149.82.250.10.00140.091329788970.713-21.7640.52.2640.522.2841.1080.8821.0880.8826085512.240.20.00140.249244292274.205-3.21.8440.52.3440.532.3741.1450.9221.1150.9228090522.230.20.00140.466769841678.57-4.21.9420.52.4420.542.4821.1870.9711.1470.9711009453.82.210.30.00240.743244236382.062-62.0140.52.5140.562.5741.2311.0071.1711.00712096552.20.30.00240.97855979983.808-7.22.0450.52.5450.572.6151.2521.0231.1821.0231409856.42.190.40.00341.230048548185.554-8.62.0750.52.5750.582.6551.2721.0381.1921.03816010057.82.2180.40.00341.483389696687.3-102.1040.52.6040.552.6561.2531.0521.2011.052180101592.160.50.00341.724050711688.173-11.22.1130.52.6130.612.7231.3141.0571.2041.05720010260.22.160.50.00441.966497525589.046-12.42.1220.52.6220.612.7321.3171.0611.2071.06122010261.42.150.60.00442.210750089489.046-13.62.1100.52.6100.622.7301.3231.0551.2031.05524097622.140.60.00442.412679841684.681-14.21.9970.52.4970.632.6271.2960.9981.1660.99826091632.140.70.00542.645667827779.443-15.21.8630.52.3630.632.4931.2510.9311.1210.93128087632.140.70.00542.806275140875.951-15.21.7740.52.2740.632.4041.2210.8871.0910.88730085642.140.80.00543.042512585274.205-16.21.7240.52.2240.632.3541.2050.8621.0750.8622.6220.6302.7321.3231.0611.2071.061Datos de la probetaPresion de cmara=1(kg/cm2)Presin del Regulador=2.32(kg/cm2)PROBETA 2LecturaLecturaLecturaLecturaDeformacinDeformacinAreaCargaDVDss3s1s3s1pqpqDespl. Vert.Def. AnilloBuretaPres. PoroLunitariacorregidaVertical * KVolumenEsf.desv.TotalesTotalesEfectivasEfectivasEfectivasEfectivasTotalesTotalesx 0,001"x 0,0001"cm3(kg/cm2)(cm)L/L(cm2)(Kg)cm3(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)0046.51.3300.0000039.591921416900.0000110.9900.990.990.001.0000.000106246.31.330.02540.0001839.648757927554.1260.2001.365137341712.36513734170.9902.35513734171.450.681.4550.683208846.61.320.05080.0003639.741136185876.824-0.1001.933110307712.93311030771.0002.93311030771.640.971.6440.967309947.21.320.07620.0005439.855087449586.427-0.7002.168531184613.16853118461.0003.16853118461.721.081.7231.0844010647.81.320.10160.0007239.969449307792.538-1.3002.31521828813.3152182881.0003.3152182881.771.161.7721.1585011048.41.320.1270.0008940.084223983596.03-1.9002.395705603313.39570560331.0003.39570560331.801.201.7991.1986011449.11.310.15240.0010740.206532369999.522-2.6002.475269418513.47526941851.0103.48526941851.841.241.8251.23810011950.41.300.2540.0017940.5926634246103.887-3.9002.559255570713.55925557071.0203.57925557071.871.281.8531.28014012152.01.300.35560.0025041.0061312964105.633-5.5002.576029404913.57602940491.0203.59602940491.881.291.8591.28818012353.31.290.45720.0032241.4038830602107.379-6.8002.593452402613.59345240261.0303.62345240261.891.301.8641.29722012454.81.290.55880.0039441.822221221108.252-8.3002.588384759113.58838475911.0303.61838475911.891.291.8631.29426012556.01.290.66040.0046542.2246805016109.125-9.5002.584389004313.58438900431.0303.61438900431.891.291.8611.29230012657.21.290.7620.0053742.6332254889109.998-10.7002.580100349913.58010034991.0303.61010034991.891.291.8601.2903.591.033.621.891.301.8641.297Datos de la probetaPresion de cmara=1.5(kg/cm2)Presin del Regulador=2.82(kg/cm2)PROBETA 3LecturaLecturaLecturaLecturaDeformacinDeformacinAreaCargaDVDss3s1s3s1pqpqDespl. Vert.Def. AnilloBuretaPres. PoroLunitariacorregidaVertical * KVolumenEsf.desv.TotalesTotalesEfectivasEfectivasEfectivasEfectivasTotalesTotalesx 0,001"x 0,0001"cm3(kg/cm2)(cm)L/L(cm2)(Kg)cm3(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)0045.21.3200.00039.591921416900.00001.51.51.5001.51.500.001.5000.000106444.81.320.02540.00039.634648181955.8720.4001.40967568941.52.90967568941.5002.90967568941.970.701.9700.7052012444.41.330.05080.00039.6775283493108.2520.8002.72829494441.54.22829494441.4904.21829494442.401.362.4091.3643016044.61.320.07620.00139.7630442317139.680.6003.51280951191.55.01280951191.5005.01280951192.671.762.6711.7564018545.11.320.10160.00139.8701472592161.5050.1004.05077510621.55.55077510621.5005.55077510622.852.032.8502.0255020245.61.320.1270.00139.9776369018176.346-0.4004.41111615561.55.91111615561.5005.91111615562.972.212.9702.20660213461.310.15240.00140.0783966029185.949-0.8004.63963171591.56.13963171591.5106.14963171593.062.323.0472.32080222471.310.20320.00140.2953020776193.806-1.8004.8096425641.56.3096425641.5106.3196425643.112.403.1032.40510023648.21.30.2540.00240.528128791206.028-3.0005.08358037111.56.58358037111.5206.60358037113.212.543.1952.54212024049.21.30.30480.00240.7482644452209.52-4.0005.14181408341.56.64181408341.5206.66181408343.232.573.2142.57114024250.81.290.35560.00341.0133544335211.266-5.6005.15115144611.56.65115144611.5306.68115144613.252.583.2172.576160243521.290.40640.00341.2513980483212.139-6.8005.14258934331.56.64258934331.5306.67258934333.242.573.2142.57118024453.21.280.45720.00341.4912015106213.012-8.0005.13390772611.56.63390772611.5406.67390772613.252.573.2112.56720024454.41.280.5080.00441.7327844084213.012-9.2005.10418854191.56.60418854191.5406.64418854193.242.553.2012.55222024455.61.270.55880.00441.9761666217213.012-10.4005.07459392181.56.57459392181.5506.62459392183.242.543.1922.53724024456.41.270.60960.00442.191935787213.012-11.2005.04864249591.56.54864249591.5506.59864249593.232.523.1832.52426024357.81.270.66040.00542.453638521212.139-12.6004.99695685441.56.49695685441.5506.54695685443.222.503.1662.49828024358.61.260.71120.00542.6728310984212.139-13.4004.97128956621.56.47128956621.5606.53128956623.222.493.1572.486300243591.260.7620.00542.8639145795212.139-13.8004.94912800381.56.44912800381.5606.50912800383.212.473.1502.4756.6511.5606.6813.2512.5763.2172.576RESUMENs3s1s3s1TotalesTotalesEfectivasEfectivas(kg/cm2)(kg/cm2)(kg/cm2)(kg/cm2)0.52.620.632.7313.591.033.621.56.651.566.68TENSIONES TOTALESTENSIONES EFECTIVAS1[kPa]Ensayo 1Ensayo 2Ensayo 3ENV. DE FALLAEnsayo 1Ensayo 2Ensayo 3ENV. DE FALLA0.000.000.000.000.000.000.000000.050.000.000.000.000.000.000000.100.000.000.000.000.000.000000.150.000.000.000.000.000.000000.200.000.000.000.000.000.000000.250.000.000.000.000.000.000000.300.000.000.000.000.000.000000.350.000.000.000.000.000.000000.400.000.000.000.000.000.000000.450.000.000.000.000.000.000000.500.000.000.000.000.000.000000.550.320.000.000.000.000.000000.600.450.000.000.000.000.000000.650.540.000.000.000.200.000000.700.620.000.000.000.380.000000.750.680.000.000.000.490.000000.800.740.000.000.000.570.000000.850.790.000.000.000.640.000000.900.830.000.000.000.700.000000.950.870.000.000.000.760.000001.000.900.000.000.000.800.000001.050.930.360.000.000.840.227001.100.960.500.000.000.880.420001.150.980.610.000.000.910.545001.201.000.690.000.000.930.642001.251.010.770.000.000.960.723001.301.030.830.000.000.980.792001.351.040.890.000.001.000.853001.401.050.940.000.001.010.907001.451.060.980.000.001.030.955001.501.061.020.000.001.040.999001.551.061.060.510.001.041.038001.601.061.090.710.001.051.074001.651.061.120.870.001.051.106001.701.051.151.000.001.051.135001.751.041.181.110.001.051.161001.801.031.201.210.001.041.185001.851.021.221.300.001.041.206001.901.011.231.380.001.031.2250.45082819101.950.991.251.450.001.021.2410.67290685102.000.971.261.520.001.001.2550.835081554402.050.941.271.590.000.981.2670.967945646602.100.911.281.650.000.961.2771.082347609202.150.881.291.710.000.941.2851.183652786702.200.851.291.770.000.911.2911.274986859402.250.811.301.820.000.881.2941.358362640802.300.761.301.870.000.851.2961.435167807702.350.711.301.910.000.811.2971.506407716602.400.651.291.960.000.771.2951.572838765102.450.581.292.000.000.721.2911.635047202102.500.491.282.040.000.661.2851.69349842802.550.381.272.080.000.591.2771.748569271702.600.211.262.110.000.511.2681.800569929302.650.001.252.150.000.411.2561.849759347202.700.001.232.180.000.261.2421.896356299502.750.001.212.210.000.001.2261.940547548302.800.001.202.240.000.001.2071.982493974602.850.001.172.270.000.001.1862.022335266902.900.001.152.290.000.001.1632.060193559802.950.001.122.320.000.001.1372.096176298903.000.001.092.340.000.001.1082.130378522403.050.001.062.360.000.001.0762.162884698903.100.001.022.380.000.001.0412.193770223403.150.000.982.400.000.001.0022.223102643903.200.000.932.420.000.000.9592.250942677603.250.000.882.440.000.000.9112.277345057303.300.000.822.460.000.000.8572.302359242703.350.000.762.470.000.000.7962.326030020203.400.000.682.490.000.000.7282.348398012903.450.000.592.500.000.000.6482.369500115903.500.000.482.510.000.000.5522.389369869203.550.000.332.520.000.000.4302.408037778803.600.000.002.530.000.000.2462.425531594603.650.000.002.540.000.000.0002.441876550603.700.000.002.550.000.000.0002.457095574203.750.000.002.550.000.000.0002.471209467703.800.000.002.560.000.000.0002.484237067103.850.000.002.570.000.000.0002.496195380503.900.000.002.570.000.000.0002.507099708803.950.000.002.570.000.000.0002.516963750704.000.000.002.570.000.000.0002.525799694104.050.000.002.580.000.000.0002.533618295404.100.000.002.580.000.000.0002.540428947904.150.000.002.570.000.000.0002.546239739604.200.000.002.570.000.000.0002.551057503104.250.000.002.570.000.000.0002.554887855904.300.000.002.570.000.000.0002.557735234204.350.000.002.560.000.000.0002.559602918604.400.000.002.560.000.000.0002.560493052704.450.000.002.550.000.000.0002.560406656304.500.000.002.540.000.000.0002.559343630304.550.000.002.530.000.000.0002.557302756804.600.000.002.520.000.000.0002.55428169204.650.000.002.510.000.000.0002.550276952504.700.000.002.500.000.000.0002.545283895204.750.000.002.490.000.000.0002.539296689904.800.000.002.470.000.000.0002.532308285304.850.000.002.460.000.000.0002.52431036604.900.000.002.440.000.000.0002.515293302204.950.000.002.420.000.000.0002.505246089405.000.000.002.400.000.000.0002.494156278305.050.000.002.380.000.000.0002.482009893805.100.000.002.360.000.000.0002.46879134105.150.000.002.340.000.000.0002.454483297505.200.000.002.320.000.000.0002.439066589905.250.000.002.290.000.000.0002.42252005205.300.000.002.270.000.000.0002.404820362205.350.000.002.240.000.000.0002.385941857405.400.000.002.210.000.000.0002.365856318405.450.000.002.180.000.000.0002.344532723505.500.000.002.150.000.000.0002.321936963805.550.000.002.110.000.000.0002.298031513305.600.000.002.080.000.000.0002.272775045705.650.000.002.040.000.000.0002.246121987105.700.000.002.000.000.000.0002.218021991105.750.000.001.960.000.000.0002.188419321205.800.000.001.910.000.000.0002.157252117305.850.000.001.870.000.000.0002.124451522205.900.000.001.820.000.000.0002.089940631305.950.000.001.770.000.000.0002.05363322306.000.000.001.710.000.000.0002.015432208506.050.000.001.650.000.000.0001.975227723406.100.000.001.590.000.000.0001.932894754406.150.000.001.530.000.000.0001.888290153506.200.000.001.460.000.000.0001.84124883606.250.000.001.380.000.000.0001.791578870306.300.000.001.300.000.000.0001.739055036706.350.000.001.210.000.000.0001.683410227206.400.000.001.110.000.000.0001.624323725506.450.000.001.000.000.000.0001.561404860306.500.000.000.870.000.000.0001.49416957206.550.000.000.710.000.000.0001.422005725106.600.000.000.510.000.000.0001.344119732206.650.000.000.080.000.000.0001.259450446406.700.000.000.000.000.000.0001.166521752506.750.000.000.000.000.000.0001.063170057606.800.000.000.000.000.000.0000.945985276706.850.000.000.000.000.000.0000.808978192606.900.000.000.000.000.000.0000.639533649106.950.000.000.000.000.000.0000.398197012407.000.000.000.000.000.000.000007.050.000.000.000.000.000.000001.061.302.490.001.051.302.350.00Linea de Falla Tensiones TotalesLinea de Falla0.950.8700.950.762.52.0403.002.13f=37.0455051297f=33.41Probetas1s3pqRegrecin Lineal --> q = a + b*p12.730.631.3311.051Ajuste r =0.982023.621.031.8941.297a =-0.10836.681.563.2672.561b =0.806Angulo de Friccin --> senf = 3b/(3+b) -->f =39.44tan(f) =0.823Cohesin --> c = a(3-senf)/(3cosf) -->c (kg/cm2) =-0.11Probetas1s3pqRegrecin Lineal --> q = a + b*p12.62183539850.5001.20727846621.0609176992Ajuste r =0.96750393923.59345240261.0001.86448413421.2967262013a =0.00452382836.65115144611.5003.2170504822.5755757231b =0.7822856356Angulo de Friccin --> senf = 3b/(3+b) -->f =38.35tan(f) =0.7912175881Cohesin --> c = a(3-senf)/(3cosf) -->c (kg/cm2) =0.00

ingresar valores perimetrales del circulo de mohr

Hinchamiento Libre

DEFORMACION UNITARIAESFUERZO (KG. / CM2)GRFICO TENSION DEFORMACION

Colapso

Ds Esf.desv. (kg/cm2)DEFORMACIN UNITARIAESFUERZO (Kg./cm2)GRFICO TENSION V/S DEFORMACIN UNITARIA

DV Volumen cm3DEFORMACIN UNITARIAD VOLMEN CM3GRFICO VOLMEN v/s DEFORMACION UNITARIA

DV Volumen cm3DEFORMACIN UNITARIAD VOLMEN CM3GRFICO D VOLMEN v/s DEFORMACIN UNITARIA

Ds Esf.desv. (kg/cm2)DEFORMACIN UNITARIAESFURZO ( KG./ CM2)GRFICO TENSIN v/s DEFORMACIN UNITARIA

DV Volumen cm3DEFORMACIN UNITARIAD VOLMEN (CM3)GRFICO D VOLMEN v/s DEFORMACIN UNITARIA

Ensayo 1Ensayo 2Ensayo 3stCRCULO DE MOHR (KG./CM2)TENSIONES TOTALESt = 0,7548*s + 0,1529

q Efectivas (kg/cm2)pqGRFICO TRAYECTORIA DE TENSIONES TENSIONES EFECTIVAS (Kg./cm2)q = 0,8059*p - 0,108

Ensayo 1Ensayo 2Ensayo 3stCRCULO DE MOHR (KG./CM2)TENSIONES EFECTIVAS

pqGRFICO TRAYECTORIA DE TENSIONES TENSIONES TOTALES (Kg./cm2)

PRESION DE HINCHAMIENTOA =31.67cm2t (min)Lectura Dialt (min)Peso (Kg)Lectura Dial0010:420.1111130.15111:2519770.3212:3619531313:0219502510:4019333913:00360751710:15356472613:005369103711:385320156012:007235207111:387145309912:0581296017010:158861202598.5180348914779329.2515609399.51885963102896100643441047578910747201109486461113P.H. =3.16Kg/cm2

Cinthia:es la lectura que entrega el instrumentoCinthia:es la lectura que entrega el instrumentoDepto Ing. en Obras Civiles:P.H.: presion de hinchamientoP.H. = Peso/Area* 10

HINCHAMIENTO LIBREdeformacin instrumento =0.0001"Ho: altura inicial =2.54cmt (min)Lectura DialDeformacion dial (cm)H/Ho * 10000000.1580.00200.080.3200.00510.21430.01090.432770.01960.7731040.02641.0451480.03761.4871830.04651.83102260.05742.26152800.07112.8203200.08133.2304000.10164605700.14485.71208800.22358.830015100.383515.1144018870.479318.87150018890.479818.89175919000.482619282019340.491219.34288019350.491519.35427019610.498119.61433219630.498619.63573819700.500419.7

Cinthia:es la lectura que entrega el instrumentoCinthia:def dial = lectura dial * def instrumento * HoCinthia:% de hinchamiento

tiempo (min)% de hinchamientoHinchamiento Libre

COLAPSOCRITERIO CLEMENCE Y FINBARRDatos del suelo y consolidometro:H optima =16.41%Volumen =80.44cm3Area A =31.67cm2Diametro =6.35cmAltura: Ho =2.54cmMasa muestra final Mf =148.5grMasa muestra seca Ms =127.5grGravedad especifica del suelo Gs =2.67Lectura inicial Li =0cmLectura final Lf =0.0455cmPeso especifico del agua w =1.0gr/cm3Peso especifico seco inicial di =15.533KN/m3Peso especifico seco final df =15.260KN/m3Altura de los solidos Hs =1.508cmAltura inicial de vacios Hvo =1.032cmRelacion de vacios inicial eo =0.684Deformacin instrumento =0.0001"MUESTRA N :1UBICACIN:LOTEO LAS CAAS.DESCRIPCIONCALICATA N 5 .H-1PROFUNDIDAD 1 m.Dia:26-12-006Dia:12/27/06Dia:12/28/06Dia:12/29/06Carga (Grs.)=1600Carga (Grs.)=3200Carga (Grs.)=6400Carga (Grs.)=Saturart (seg.)Lectura Dialt (seg.)Lectura Dialt (seg.)Lectura Dialt (seg.)Lectura Dial000125015901981583151311516815199308530131301683019860866013160169601971808718013218017018019518088180132180170180193300893001333001713001914208942013442017142018860090600134600172600185900919001359001739001821200921200135120017312001811800931800136180017418001793600963600137360017636001797200987200138720017772001781800010218000141180001811800017786400125864001598640019886400179t (min.)Lectura Dial (mm./div)t (min.)Lectura Dial (mm./div)t (min.)Lectura Dial (mm./div)t (min.)Lectura Dial (mm./div)00.00000.00000.00000.0000.250.2110.250.3330.250.4270.250.5050.50.2160.50.3330.50.4270.50.50310.21810.33310.42910.50030.22130.33530.43230.49530.22430.33530.43230.49050.22650.33850.43450.48570.22670.34070.43470.478100.229100.340100.437100.470150.231150.343150.439150.462200.234200.343200.439200.460300.236300.345300.442300.455600.244600.348600.447600.4551200.2491200.3511200.4501200.4523000.2593000.3583000.4603000.45014400.31814400.40414400.50314400.455PuntosPeso'vLecturaH(H/Hs)'v * e(Kg)(Kg/cm2)Dial(cm)(H/Ho)100000000.684421.60.511250.03180.01250.02105437670.00630.663333.21.011590.04040.01590.02678116710.01610.657646.42.021980.05030.01980.03335013260.04000.65101.046087026356.42.021790.04550.01790.03014986740.03620.6542Cp=-0.189984252NINGUN PROBLEMADatos del suelo y consolidometro:H optima =16.41%Volumen =80.44cm3Area A =31.67cm2Diametro =6.35cmAltura: Ho =2.54Masa muestra final Mf =148.5grMasa muestra seca Ms =127.5grGravedad especifica del suelo Gs =2.67Lectura inicial Li =0cmLectura final Lf =0.0378cmPeso especifico del agua w =1.0gr/cm3Peso especifico seco inicial di =15.533KN/m3Peso especifico seco final df =15.305KN/m3Altura de los solidos Hs =1.508cmAltura inicial de vacios Hvo =1.032cmRelacion de vacios inicial eo =0.684Deformacin instrumento =0.0001"MUESTRA N :1UBICACIN:LOTEO LAS CAAS.DESCRIPCIONCALICATA N 6 .H-3PROFUNDIDAD 3 m.Dia:26-12-006Dia:27-12-006Dia:28-12-006Dia:12/29/06Carga (Grs.)=1600Carga (Grs.)=3200Carga (Grs.)=6400Carga (Grs.)=Saturart (seg.)Lectura Dialt (seg.)Lectura Dialt (seg.)Lectura Dialt (seg.)Lectura Dial00031088014415161544151031514330173045301033014360176046601046014518018180471801051801481801818047180106180149300193004830010730015042020420494201094201506002060050600110600150900219005190011190014912002112005212001121200149180022180053180011318001483600233600553600115360014872002572005872001187200148180002918000621800012318000148864003186400888640014486400149t (min.)Lectura Dial (mm./div)t (min.)Lectura Dial (mm./div)t (min.)Lectura Dial (mm./div)t (min.)Lectura Dial (mm./div)00.00000.00000.00000.0000.250.0410.250.1120.250.2620.250.3630.50.0430.50.1140.50.2620.50.36310.04310.11710.26410.36830.04630.11930.26730.37630.04630.11930.26930.37850.04850.12250.27250.38170.05170.12470.27770.381100.051100.127100.279100.381150.053150.130150.282150.378200.053200.132200.284200.378300.056300.135300.287300.376600.058600.140600.292600.3761200.0641200.1471200.3001200.3763000.0743000.1573000.3123000.37614400.07914400.22414400.36614400.378PuntosPeso'vLecturaH(H/Hs)'v * e(Kg)(Kg/cm2)Dial(cm)(H/Ho)100000000.684421.60.512350.05970.02350.03958222810.01190.644833.21.013700.09400.0370.06232095490.03740.622046.42.024800.12190.0480.08084880640.09700.60350.88112790756.42.024830.12270.04830.08135411140.09760.6030Cp=0.0296850394NINGUN PROBLEMAWL=39.4WP=24.6IP=14.8Feda=0.84895554378.20.72224371370.5085695452-0.4594594595148.5127.51.9914803151.585-1.1955457806V80.441640378555.050247261793.690851735210.381469676238.1469676243

Cinthia:Mf: masa despues del ensayoCinthia:Ms: masa muestra final secaCinthia:Lf = lectura dial final * presicion * (2,54 cm / 1 ")presicion: 0,0001 "Cinthia:Hs = Ms / (Gs*w*A)Cinthia:Hvo = Ho - HsCinthia:eo = Hvo / HsCinthia:v = (Peso / Area) * 10

se * por 10 porq el brazo del consolidometro amplifica por 10Cinthia:H = Lectura Dial * presicion " * (2,54cm/1")

presicion= 0,0001"Cinthia:Mf: masa despues del ensayoCinthia:Ms: masa muestra final secaCinthia:Lf = lectura dial final * presicion * (2,54 cm / 1 ")presicion: 0,0001 "Cinthia:Hs = Ms / (Gs*w*A)Cinthia:Hvo = Ho - HsCinthia:eo = Hvo / HsCinthia:v = (Peso / Area) * 10

se * por 10 porq el brazo del consolidometro amplifica por 10Cinthia:H = Lectura Dial * presicion " * (2,54cm/1")

presicion= 0,0001"

PRESION DE CARGA (KG./CM2) Escala logartmicaINDICE DE HUECOSGRAFICO PRESION V/S INDICE DE HUECOS

ePRESION DE CARGA (KG./CM2) Escala logartmicaINDICE DE HUECOSGRAFICO PRESION V/S INDICE DE HUECOS

ZONA DE HINCHAMIENTO DE LA ARCILLA