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Draw in excel the time-deformation graph for a load of 50 kg and mark the three stages of consolidation that you distinguish on the graph.

Draw in excel the time-deformation graph for a load of 50 kg and mark the three stages of consolidation that you distinguish on the graph.

U.L.A. FACULTAD DE INGENIERIA DPTO. DE VIAS - LAB, MECNICA DE SUELOS Y PAVIMENTOS ENSAYO DE CONSOLIDACION (DEFORMACION - TIEMPO) OBRA: Construccin de carreteras la Rantara SITUACIN: Lagunillas estado Mrida PROGRESIVA B-825.000 PERFORACION CALICATAN COM N'LABORATORIO 1 TEMPO (min) 2.5 0.01 26.380 0.25 0.5 0.75 1 2 4 6 9 12 16 25 36 49 60 120 180 240 360 480 600 1440 26.350 5 26.350 26.250 26.245 26.240 26.235 26.230 26.220 26.215 26.210 26.205 26.200 26.195 26.181 26.175 26.172 26.168 26.151 26.150 26.150 26.140 26.139 26.132 LECTURAS DIARIAS DEL EXTENSOMETRO (mm) CARGAS DESCARGA RECARGAS 10 20 50 100 200 -200 -100 -85 100 200 400 26.13225.70025.140 24 360 23.615 22.962 23.100 23.330 24 040 23.598 23.070 25.905 25 409/24 715 24 146 23,440 23.900 23 585 22 980 25.890 25.382 24.690 23.976 23,420 23.880 23.554 22 940 25.870 25.372 24.680 23.931 23.410 23.860 23.546 22.930 25.870 25.360 24.665 23.923 23.400 23.850 23.530 22.920 25.85525.35424.640 23.844 23.370 23.840 23.490 22.900 25.845 25.338 24618 23.791 23.340 23.830 23.401 22.865 25.630 25.325 24 600 23 754 23.315 23 815 23 384 22 840 25.825 25.310 24.580 23 720 23.290 23.795 23.350 22 805 25.820 25.298 24.570 23.696 23.270 23.780 23.332 22.780 25.810 25.285 24.550 23.665 23.250 23.760 23.300 22.750 25.795 25.270 24.530 23.651 23.205 23.730 23.265 22.700 25.795 25.254 24493 23 647 23.165 23.700 23 226 22.660 25.780 25 240 24 490 23 647 23.130 23 673 23 200 22 620 25.77325,22924474 23.641 23.109 23 680 23.179 22 600 25.750 25.186 24.415 23.630 23.040 23.650 23.116 22.521 25.742 25.17524.394 23 625 23.010 23.630 23.101 22.510 25.730 25.168 24.380 23.623 23.005 23.620 23.09122.501 25.719 25.162 24365 23 622 22.980 23.615 23.085 22.488 25.710/25 150 24 360 23 620 22.975 23 605 23.08522 481 25.710 25.150 24,360 23.618 22.975 23 600 23.085 22 475 25.700 25.140 24.360 23.615 22.982 23.100 23.330 24.040 23.598 23.070 22 463 U.L.A. FACULTAD DE INGENIERIA DPTO. DE VIAS - LAB, MECNICA DE SUELOS Y PAVIMENTOS ENSAYO DE CONSOLIDACION (DEFORMACION - TIEMPO) OBRA: Construccin de carreteras la Rantara SITUACIN: Lagunillas estado Mrida PROGRESIVA B-825.000 PERFORACION CALICATAN COM N'LABORATORIO 1 TEMPO (min) 2.5 0.01 26.380 0.25 0.5 0.75 1 2 4 6 9 12 16 25 36 49 60 120 180 240 360 480 600 1440 26.350 5 26.350 26.250 26.245 26.240 26.235 26.230 26.220 26.215 26.210 26.205 26.200 26.195 26.181 26.175 26.172 26.168 26.151 26.150 26.150 26.140 26.139 26.132 LECTURAS DIARIAS DEL EXTENSOMETRO (mm) CARGAS DESCARGA RECARGAS 10 20 50 100 200 -200 -100 -85 100 200 400 26.13225.70025.140 24 360 23.615 22.962 23.100 23.330 24 040 23.598 23.070 25.905 25 409/24 715 24 146 23,440 23.900 23 585 22 980 25.890 25.382 24.690 23.976 23,420 23.880 23.554 22 940 25.870 25.372 24.680 23.931 23.410 23.860 23.546 22.930 25.870 25.360 24.665 23.923 23.400 23.850 23.530 22.920 25.85525.35424.640 23.844 23.370 23.840 23.490 22.900 25.845 25.338 24618 23.791 23.340 23.830 23.401 22.865 25.630 25.325 24 600 23 754 23.315 23 815 23 384 22 840 25.825 25.310 24.580 23 720 23.290 23.795 23.350 22 805 25.820 25.298 24.570 23.696 23.270 23.780 23.332 22.780 25.810 25.285 24.550 23.665 23.250 23.760 23.300 22.750 25.795 25.270 24.530 23.651 23.205 23.730 23.265 22.700 25.795 25.254 24493 23 647 23.165 23.700 23 226 22.660 25.780 25 240 24 490 23 647 23.130 23 673 23 200 22 620 25.77325,22924474 23.641 23.109 23 680 23.179 22 600 25.750 25.186 24.415 23.630 23.040 23.650 23.116 22.521 25.742 25.17524.394 23 625 23.010 23.630 23.101 22.510 25.730 25.168 24.380 23.623 23.005 23.620 23.09122.501 25.719 25.162 24365 23 622 22.980 23.615 23.085 22.488 25.710/25 150 24 360 23 620 22.975 23 605 23.08522 481 25.710 25.150 24,360 23.618 22.975 23 600 23.085 22 475 25.700 25.140 24.360 23.615 22.982 23.100 23.330 24.040 23.598 23.070 22 463

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