CONSOLIDACION_M1

LECTURASLABORATORIO DE GEOTECNIATOMA DE LECTURAS ENSAYO DE CONSOLIDACINPROYECTO:SONDEO:SOLICITANTE:MUESTRA:DESCRIPCIN:PROFUNDIDAD. (m):CONSOLIDMETRO:0.001FECHA RECEPCIN:FECHA DE ENSAYO:TIEMPO (t)LECTURA DEL DIALDIMENSIONES DE LA MUESTRAMinutosRaizde (t)0,25 Kg./cm20,5 Kg./cm21 Kg./cm22 Kg./cm24 Kg./cm28 Kg./cm216 Kg./cm2INICIALFINAL0.6512724344278616132836Dimetro, D (cm.)5.080.000.100.321713125346686917573004Altura, H (cm.)1.978.05.20.250.502113425947388517693019W.Anillo (gr.)55.949.56.1750.500.712513826848491018073059W.Anillo + Muestra (gr.)112.62106.9610.26.631.001.003214328350797019013120W.Bloqu.+ P.porosa (gr.)328.1312.27.932.001.413915130454710712034322812.98.3854.002.0052160327599120921993375HUMEDAD14.59.4258.002.8365171349653129523703556NATURALFINAL16.010.415.003.8779184369691138925093682Recipiente No1321017.411.3130.005.4898201392728147326573840W.m. Hum + Rec. (gr.).24.7925.9919.312.54560.007.75108220412749153027233955W.m Seca + Rec. (gr.).15.1719.0722.414.56120.0010.95116231428760157127814007W.r (gr.).7.706.3725.216.38250.0015.81121237437772159128074036Humedad. (%)128.7854.4928.418.461440.0037.9512724344278616132836406431.520.475DESCARGAPESO ESPECIFICO DEL SUELO35.423.0112724344240134064Temp. del ensayo (Tx)C1837.324.2450.100.321713125346640004060W.Pic.+ agua temp Tx (Wa)gr.142.2138.625.090.250.502113425947339954058W.Pic+Muestra+agua (Wb)gr.158.6439.725.8050.500.712513826848439564056Peso Muestra Seca (Wo)gr.26.4840.226.131.001.003214328350739504052Peso especifico suelo (Gs)gr/cm32.63540.726.4552.001.41391513045473942405042.027.34.002.005216032759939384048DESCARGA8.002.83651713496533931404016 A 8401315.003.8779184369691392040358 A 4389830.005.4898201392728390240324 A 2379460.007.75108220412749389040282 A 13725120.0010.95116231428760389240201 A 03699250.0015.81121237437772389540171440.0037.951272434427863898401340.525450897217683144645211344262525101018623476702812016268536103718943540707612076276552107119343640722812236287574113220273880760412480302603121421884284813612912343685139626135180948014224320640130923954836879613500368737147427645556100361472848697117693145645211344162544038051568291058921062815360439879164829956120108921582046292517133040628411124160284739461747308863641122816144

CASAGRANDE

&C&A&A

CASAGRANDE16.820.725.23239.452.365.379.1297.5108115.6120.7127.316.820.725.232

&APgina &P0,25 kg/cm2LOGARITMO DEL TIEMPOLECTURA DEL DIAL (0,0001in)LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)

TAYLOR127131.2134.1137.9143.4150.8160171.3184.2201.3219.7231.2236.6242.8127131.2134.1

0,50 kg/cm2LOGARITMO DEL TIEMPOLECTURA DEL DIAL (0,0001in)LECTURA DEL DIAL 0,0001 vs LOGARITMO DEL TIEMPO (METODO DE CASAGRANDE)

RESULTADOS243252.5259.2267.7283303.5327.3349368.6392412.1428.2436.8442.3243252.5259.2267.7


442465.6473.4483.6506.8547598.8653.3691727.6748.7760772.1786.2442465.6473.4


7868698859109701071120912951389147315301571159116134013400039953956


161317571769180719012034219923702509265727232781280728364064406040584056


28363004301930593120322833753556368238403955400740364063.50.3162277660.50.7071067812


&C&A&A

16.820.725.23239.452.365.379.1297.5108115.6120.7127.316.820.725.232

&APgina &P0,25kg/cm2RAIZ DE (t)LACTURA DEL DIAL (0,0001in)LECTURA DEL DIAL vs RAIZ DEL TIEMPO (METODO DE TAYLOR)

127131.2134.1137.9143.4150.8160171.3184.2201.3219.7231.2236.6242.8127131.2134.1137.9

0,50kg/cm2RAIZ DE (t)LACTURA DEL DIAL (0,0001in)LECTURA DEL DIAL vs RAIZ DEL TIEMPO (METODO DE TAYLOR)

243252.5259.2267.7283303.5327.3349368.6392412.1428.2436.8442.3243252.5259.2267.7


442465.6473.4483.6506.8547598.8653.3691727.6748.7760772.1786.2442465.6473.4483.6


7868698859109701071120912951389147315301571159116134013400039953956


161317571769180719012034219923702509265727232781280728364064406040584056


28363004301930593120322833753556368238403955400740364063.50.3162277660.50.7071067812


ENSAYO DE CONSOLIDACIN RPIDA INVIAS E-152PROYECTO:SONDEO:SOLICITANTE:MUESTRA:DESCRIPCIN:PROF.(m):DIMENSIONES DEL ANILLOBGRADO DE SATURACIN %ALTURA1.97cm0.78plg.Inicial100Gs :2.63DIMETRO5.08cm2.00plg.Final100REA20.27cmPeso Unitario inicial1.420g/cm3WsAltura de slidos, 2Ho==0.4639cm;0.1826plg.CONTENIDO DE HUMEDADGs*Dw*APESO DE LA MUESTRAInicialFinalPeso anillo+muestra hum.g112.62106.962H - 2HoPeso anillo+muestra seca.g80.7188.96e =,Peso anillog55.9455.942HoPeso del aguaWs31.9118.00Peso suelo seco%24.7733.02Humedad%128.7854.49CargaLecturaAlturaRelacin deAplicadaFinal2Hvacos (plg.)Vacos(kg/cm)(plg.)(plg.)2H - 2Hoe000.77560.59293.24640.250.01270.76290.58023.17670.500.02430.75130.56873.11341.000.04420.73140.54873.00422.000.07860.69700.51432.81594.000.16130.61430.43162.36328.000.28360.49200.30931.693616.000.40640.36920.18661.02168.000.40130.37430.19161.04924.000.38980.38580.20311.11222.000.37940.39620.21351.16911.000.36990.40570.22301.2212Relacin de vacos inicial3.24640.1411168861Relacin de vacos final1.02160.133722064Presin de preconsolidacin - Pc2.20kg / cm0.12144198730.0605136756observaciones

&C&C

&FPgina &PPresin - Kg / cmRelacin de Vacos (e)

CONSOLIDACION_M1

Documents

Transcript of CONSOLIDACION_M1