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Wm 106 gr Ds 3.32 cm As Vm 62.8 cm3 Dc 3.32 cm Ac pes. Esp. 1.68 gr/cm3 Di 3.32 cm Ai h 7.26 cm Am V 1 mm/min K1 0.15625 K2 0.01 T (s)Ani. Car. Carga (kg) Micr. Def. Axial (mm) Def. Unit. (%) 0 0 0.0000 0 0 0.0000 15 35 5.4688 20 0.2 0.2755 30 54 8.4375 38 0.38 0.5234 45 79 12.3438 61 0.61 0.8402 60 81 12.6563 82 0.82 1.1295 75 90 14.0625 108 1.08 1.4876 90 96 15.0000 130 1.3 1.7906 105 100 15.6250 155 1.55 2.1350 120 101 15.7813 179 1.79 2.4656 135 102 15.9375 206 2.06 2.8375 150 102 15.9375 230 2.3 3.1680 165 101 15.7813 257 2.57 3.5399 180 99 15.4688 284 2.84 3.9118 X 0.00 0.28 0.52 0.84 1.13 1.49 1.79 2.13 2.47 2.84 3.17 3.54 3.91 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Axis Title

Suelo prueba triaxial

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tablas en excel de la prueba triaxial

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Page 1: Suelo prueba triaxial

Wm 106 gr Ds 3.32 cm As 8.6569Vm 62.85 cm3 Dc 3.32 cm Ac 8.6569

pes. Esp. 1.681 gr/cm3 Di 3.32 cm Ai 8.6569h 7.26 cm Am 8.6569

V 1 mm/minK1 0.15625K2 0.01

T (s) Ani. Car. Carga (kg) Micr. Def. Axial (mm) Def. Unit. (%) Def. Unit.0 0 0.0000 0 0 0.0000 1.0000

15 35 5.4688 20 0.2 0.2755 0.997230 54 8.4375 38 0.38 0.5234 0.994845 79 12.3438 61 0.61 0.8402 0.991660 81 12.6563 82 0.82 1.1295 0.988775 90 14.0625 108 1.08 1.4876 0.985190 96 15.0000 130 1.3 1.7906 0.9821

105 100 15.6250 155 1.55 2.1350 0.9787120 101 15.7813 179 1.79 2.4656 0.9753135 102 15.9375 206 2.06 2.8375 0.9716150 102 15.9375 230 2.3 3.1680 0.9683165 101 15.7813 257 2.57 3.5399 0.9646180 99 15.4688 284 2.84 3.9118 0.9609

X Y0.00 0.000.28 0.630.52 0.970.84 1.411.13 1.451.49 1.601.79 1.702.13 1.772.47 1.782.84 1.793.17 1.783.54 1.763.91 1.72

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0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.500.00

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cm2cm2cm2cm2

A. Corre. (cm2) Esf. Des. kg/cm28.6569 0.0000 0.00008.6808 0.6300 0.00288.7025 0.9696 0.00528.7303 1.4139 0.00848.7558 1.4455 0.01138.7876 1.6003 0.01498.8147 1.7017 0.01798.8458 1.7664 0.02138.8757 1.7780 0.02478.9097 1.7888 0.02848.9401 1.7827 0.03178.9746 1.7584 0.03549.0093 1.7170 0.0391

1.79000.60002.3900

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0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.500.00

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Page 5: Suelo prueba triaxial

Wm 105.7 gr Ds 3.32 cm As 8.6569 cm2Vm 62.85 cm3 Dc 3.32 cm Ac 8.6569 cm2pes. Esp. 1.681 gr/cm3 Di 3.32 cm Ai 8.6569 cm2

h 7.26 cm Am 8.6569 cm2

V 1 mm/minK1 0.15625K2 0.01

Tiempo (s)Anillo CargaCarga (kg)MicrometroDeform. Axial (mm)Deform. Unitaria (%)Deform. UnitariaArea Corregida (cm2)0 0 0.0000 0 0 0.0000 1.0000 8.6569

15 33 5.1563 12 0.12 0.1653 0.9983 8.671230 54 8.4375 30 0.3 0.4132 0.9959 8.692845 71 11.0938 52 0.52 0.7163 0.9928 8.719460 84 13.1250 74 0.74 1.0193 0.9898 8.746075 94 14.6875 97 0.97 1.3361 0.9866 8.774190 103 16.0938 119 1.19 1.6391 0.9836 8.8012

105 112 17.5000 144 1.44 1.9835 0.9802 8.8321120 120 18.7500 168 1.68 2.3140 0.9769 8.8620135 126 19.6875 192 1.92 2.6446 0.9736 8.8921150 132 20.6250 213 2.13 2.9339 0.9707 8.9186165 138 21.5625 239 2.39 3.2920 0.9671 8.9516180 142 22.1875 263 2.63 3.6226 0.9638 8.9823195 146 22.8125 290 2.9 3.9945 0.9601 9.0171210 150 23.4375 312 3.12 4.2975 0.9570 9.0456225 153 23.9063 338 3.38 4.6556 0.9534 9.0796240 155 24.2188 363 3.63 5.0000 0.9500 9.1125255 158 24.6875 390 3.9 5.3719 0.9463 9.1483270 160 25.0000 414 4.14 5.7025 0.9430 9.1804285 162 25.3125 439 4.39 6.0468 0.9395 9.2141300 164 25.6250 464 4.64 6.3912 0.9361 9.2480315 165 25.7813 493 4.93 6.7906 0.9321 9.2876330 167 26.0938 514 5.14 7.0799 0.9292 9.3165345 169 26.4063 539 5.39 7.4242 0.9258 9.3512360 170 26.5625 565 5.65 7.7824 0.9222 9.3875375 171 26.7188 591 5.91 8.1405 0.9186 9.4241390 173 27.0313 615 6.15 8.4711 0.9153 9.4581405 173 27.0313 642 6.42 8.8430 0.9116 9.4967420 174 27.1875 667 6.67 9.1873 0.9081 9.5327435 176 27.5000 693 6.93 9.5455 0.9045 9.5704450 177 27.6563 718 7.18 9.8898 0.9011 9.6070465 178 27.8125 743 7.43 10.2342 0.8977 9.6439480 179 27.9688 769 7.69 10.5923 0.8941 9.6825495 180 28.1250 794 7.94 10.9366 0.8906 9.7199510 181 28.2813 819 8.19 11.2810 0.8872 9.7577

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Page 6: Suelo prueba triaxial

0.17 0.590.41 0.970.72 1.271.02 1.501.34 1.671.64 1.831.98 1.982.31 2.122.64 2.212.93 2.313.29 2.413.62 2.473.99 2.534.30 2.594.66 2.635.00 2.665.37 2.705.70 2.726.05 2.756.39 2.776.79 2.787.08 2.807.42 2.827.78 2.838.14 2.848.47 2.868.84 2.859.19 2.859.55 2.879.89 2.88

10.23 2.8810.59 2.8910.94 2.8911.28 2.90

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Esfuerzo desviador kg/cm20.0000 0.00000.5946 0.00170.9706 0.00411.2723 0.00721.5007 0.01021.6740 0.01341.8286 0.01641.9814 0.01982.1158 0.02312.2141 0.02642.3126 0.02932.4088 0.03292.4701 0.03622.5299 0.03992.5910 0.04302.6330 0.04662.6577 0.05002.6986 0.05372.7232 0.05702.7472 0.06052.7709 0.06392.7759 0.06792.8008 0.07082.8238 0.07422.8296 0.07782.8352 0.08142.8580 0.08472.8464 0.08842.8520 0.09192.8734 0.09552.8788 0.09892.8840 0.10232.8886 0.10592.8935 0.10942.8984 0.1128

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1.52.94.4

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Page 9: Suelo prueba triaxial

Wm 105.04 gr Ds 3.33 cm As 8.7092 cm2Vm 62.282 cm3 Dc 3.32 cm Ac 8.6569 cm2pes. Esp. 1.6865 gr/cm3 Di 3.33 cm Ai 8.7092 cm2

h 7.18 cm Am 8.674 cm2

V 1 mm/minK1 0.15625K2 0.01

Tiempo (s)Anillo CargaCarga (kg)MicrometroDeform. Axial (mm)Deform. Unitaria (%)Deform. UnitariaArea Corregida (cm2)0 0 0.0000 0 0 0.0000 1.0000 8.6740

15 40 6.2500 17 0.17 0.2368 0.9976 8.694630 73 11.4063 33 0.33 0.4596 0.9954 8.714145 105 16.4063 52 0.52 0.7242 0.9928 8.737360 135 21.0938 69 0.69 0.9610 0.9904 8.758275 167 26.0938 88 0.88 1.2256 0.9877 8.781690 197 30.7813 106 1.06 1.4763 0.9852 8.8040

105 195 30.4688 145 1.45 2.0195 0.9798 8.8528120 190 29.6875 159 1.59 2.2145 0.9779 8.8704135 224 35.0000 178 1.78 2.4791 0.9752 8.8945150 246 38.4375 198 1.98 2.7577 0.9724 8.9200165 265 41.4063 219 2.19 3.0501 0.9695 8.9469180 277 43.2813 241 2.41 3.3565 0.9664 8.9753195 286 44.6875 262 2.62 3.6490 0.9635 9.0025210 295 46.0938 287 2.87 3.9972 0.9600 9.0352225 302 47.1875 299 2.99 4.1643 0.9584 9.0509240 308 48.1250 320 3.2 4.4568 0.9554 9.0786255 313 48.9063 343 3.43 4.7772 0.9522 9.1092270 316 49.3750 365 3.65 5.0836 0.9492 9.1386285 320 50.0000 388 3.88 5.4039 0.9460 9.1695300 324 50.6250 410 4.1 5.7103 0.9429 9.1993315 326 50.9375 437 4.37 6.0864 0.9391 9.2361330 328 51.2500 462 4.62 6.4345 0.9357 9.2705345 331 51.7188 466 4.66 6.4903 0.9351 9.2760360 333 52.0313 573 5.73 7.9805 0.9202 9.4263375 333 52.0313 537 5.37 7.4791 0.9252 9.3752390 334 52.1875 563 5.63 7.8412 0.9216 9.4120

X Y0.00 0.000.24 0.720.46 1.310.72 1.880.96 2.411.23 2.971.48 3.502.02 3.442.21 3.352.48 3.94

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2.76 4.313.05 4.633.36 4.823.65 4.964.00 5.104.16 5.214.46 5.304.78 5.375.08 5.405.40 5.455.71 5.506.09 5.526.43 5.536.49 5.587.98 5.527.48 5.557.84 5.54

angulo (2angulo rsigma tausigma 1 2.39 0 0 1.338025 0sigma 3 0.6 10 0.1745 1.31769739 0.15542

20 0.3491 1.25733222 0.30611radio 0.895 30 0.5236 1.15876364 0.4475centro 1.495 40 0.6981 1.02498662 0.57529

50 0.8727 0.86006589 0.6856160 1.0472 0.6690125 0.7750970 1.2217 0.4576315 0.8410280 1.3963 0.2323456 0.881490 1.5708 8.19304E-17 0.895

100 1.7453 -0.2323456 0.8814110 1.9199 -0.4576315 0.84102120 2.0944 -0.6690125 0.77509130 2.2689 -0.86006589 0.68561140 2.4435 -1.02498662 0.57529150 2.618 -1.15876364 0.4475160 2.7925 -1.25733222 0.30611170 2.9671 -1.31769739 0.15542180 3.1416 -1.338025 1.1E-16

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Esfuerzo desviador kg/cm20.0000 0.00000.7188 0.00241.3089 0.00461.8777 0.00722.4085 0.00962.9714 0.01233.4963 0.01483.4417 0.02023.3468 0.02213.9350 0.02484.3091 0.02764.6280 0.03054.8223 0.03364.9639 0.03655.1016 0.04005.2136 0.04165.3009 0.04465.3689 0.04785.4029 0.05085.4529 0.05405.5031 0.05715.5150 0.06095.5283 0.06435.5755 0.06495.5198 0.07985.5499 0.07485.5448 0.0784

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