ENSAYO DE CONSOLIDACION (DEFORMACION - TIEMPO)LECTURAS DIARIAS DEL EXTENSOMETRO (mm)TIEMPO (min)CARGAS (Kg) DESCARGA RECARGAS 2.5 5 10 20 50 100 200 -200 -100 -85 100 2000.010 26.380 26.350 26.132 25.700 25.140 24.360 23.615 22.962 23.100 23.330 24.040 23.5980.250 26.250 25.905 25.409 24.715 24.148 23.440 23.900 23.5650.500 26.245 25.890 25.382 24.690 23.978 23.420 23.880 23.5540.750 26.240 25.870 25.372 24.680 23.931 23.410 23.860 23.5461 26.235 25.870 25.360 24.665 23.923 23.400 23.850 23.5302 26.230 25.855 25.354 24.640 23.844 23.370 23.840 23.4904 26.220 25.845 25.338 24.618 23.791 23.340 23.830 23.4016 26.215 25.830 25.325 24.600 23.754 23.315 23.815 23.3849 26.210 25.825 25.310 24.580 23.720 23.290 23.795 23.35012 26.205 25.820 25.298 24.570 23.696 23.270 23.780 23.33216 26.200 25.810 25.285 24.550 23.665 23.250 23.760 23.30025 26.195 25.795 25.270 24.530 23.651 23.205 23.730 23.26536 26.181 25.795 25.254 24.493 23.647 23.165 23.700 23.22649 26.175 25.780 25.240 24.490 23.647 23.130 23.673 23.20060 26.172 25.773 25.229 24.474 23.641 23.109 23.660 23.179120 26.168 25.750 25.186 24.415 23.630 23.040 23.650 23.116180 26.151 25.742 25.175 24.394 23.625 23.010 23.630 23.101240 26.150 25.730 25.168 24.380 23.623 23.005 23.620 23.091360 26.150 25.719 25.162 24.365 23.622 22.980 23.615 23.085480 26.140 25.710 25.150 24.360 23.620 22.975 23.605 23.085600 26.139 25.710 25.150 24.360 23.618 22.975 23.600 23.0851440 26.350 26.132 25.700 25.140 24.360 23.615 22.62 23.100 23.330 24.040 23.598 23.070ENSAYO DE CONSOLIDACION (DEFORMACION - TIEMPO)LECTURAS DIARIAS DEL EXTENSOMETRO (mm)RECARGAS 40023.07022.96022.94022.93022.92022.90022.86522.84022.80522.78022.75022.70022.66022.62022.60022.52122.51022.50122.48822.48122.47522.4630.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00026.00026.05026.10026.15026.20026.25026.30026.35026.400Curva de Cn!"ida#in (5 $%)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00025.40025.50025.60025.70025.80025.90026.00026.10026.200Curva de Cn!"ida#in (10 $%)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00024.80024.90025.00025.10025.20025.30025.40025.50025.60025.70025.800Curva de Cn!"ida#in (20$%)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00023.80024.00024.20024.40024.60024.80025.00025.20025.400Curva de Cn!"ida#in (50 $%)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00023.20023.40023.60023.80024.00024.20024.40024.600Curva de Cn!"ida#in (100 $%)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00022.60022.80023.00023.20023.40023.60023.800Curva de Cn!"ida#in (200$%)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00023.30023.40023.50023.60023.70023.80023.90024.00024.100Curva de Cn!"ida#in (100 $% +e#ar%a)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00022.80022.90023.00023.10023.20023.30023.40023.50023.60023.700Curva de Cn!"ida#in (200 $% +e#ar%a)T&(1'2) min(. E)* (mm)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.00022.00022.20022.40022.60022.80023.00023.200Curva de Cn!"ida#in (400 $% +e#ar%a)T&(1'2) min(. E)* (mm)ENSAYO DE CONSOLIDACION (TABLA DE VALORES),iame*r (#m) - 5 ./ 0! (mm) 10.1931rea (#m2)-19.63 .2/ 16.901 e0.655.ami (%r) 128.90 (i(mm) 26.380 e2 0.480.a (%r) - 59.00 (2(mm) 22.463 3 1.am2 (%r) 125.40 02(mm) 15.083 321.am! (%r) 115.80 0vi (mm) 6.6730 (#m) - 19.00 0v2 (mm) 4.89045 1.0067 (%r '#m&3) 1.918!CI (Kg) CI(Kg) i(kg/cm) !"(mm) "I(mm) !# #$ 1%#$ &'((m)*Kg) m'((m)*Kg) "m((m) Hm( cm) T0(m$+) T0(,#g) T' 0 C'((m)*,#g)0 0 19.000 0.655 1.6550.9493 0.90112.5 0.127 0.030 0.003 0.0205 0.01242.5 0.127 18.970 0.652 1.6520.9431 0.8893 0.476 28.560 0.848 0.026415 0.255 0.218 0.019 0.0745 0.04517.5 0.382 18.752 0.633 1.6330.9268 0.8590 0.592 35.520 0.848 0.0205110 0.509 0.432 0.038 0.0739 0.045217.5 0.891 18.320 0.596 1.5960.9020 0.8136 0.529 31.740 0.848 0.0217420 1.019 0.560 0.049 0.0479 0.030037.5 1.910 17.760 0.547 1.5470.8685 0.7543 0.669 40.140 0.848 0.0159450 2.547 0.780 0.068 0.0267 0.017287.5 4.457 16.980 0.479 1.4790.8304 0.6895 3.429 205.740 0.848 0.00284100 5.094 0.745 0.065 0.0127 0.0086187.5 9.552 16.235 0.414 1.4140.7954 0.6327 0.669 40.140 0.848 0.01337200 10.188 0.653 0.057 0.0056 0.0039387.5 19.740 15.582 0.357 1.3570.7826 0.6124-200 -10.188 -0.138 -0.012 0.0012 0.0009187.5 9.552 15.720 0.369 1.3690.7918 0.6269-100 -5.094 -0.230 -0.020 0.0039 0.002987.5 4.457 15.950 0.389 1.3890.8153 0.6646-85 -4.330 -0.710 -0.062 0.0143 0.01032.5 0.127 16.660 0.451 1.4510.8220 0.6756 0.42 25.206 0.848 0.02273100 5.094 0.442 0.038 0.0076 0.0052102.5 5.222 16.218 0.412 1.4120.7977 0.6363 7.716 462.97 0.848 0.00117200 10.188 0.528 0.046 0.0045 0.0032302.5 15.410 15.690 0.366 1.3660.7693 0.5919 0.82 49.587 0.848 0.01012400 20.377 0.607 0.053 0.0026 0.0019702.5 35.787 15.083 0.314 1.314!i(kg/cm)K((m*,#g)1.19E-069.27E-076.52E-072.75E-072.45E-085.28E-081.18E-073.72E-091.92E-081.000 10.000 100.0000.5400.5600.5800.6000.6200.6400.660Curva de Cm8re!i9i"idadE,-. Kg*(m2#