Algunos Calculos Tema Suelo Colapsable
3
diámetro 50.8 mm altura 19 mm e 0.82 Vs 21180.4222 Vv tiempo Carga kg/cm2 0.25 Lectura Lectura mm Deformación e Lectura 0 57 0.14478 0 0.820 172.5 5 140 0.3556 0.21082 0.798 233 10 143 0.36322 0.21844 0.797 235 15 165 0.4191 0.27432 0.792 235.5 30 169 0.42926 0.28448 0.791 237 60 170 0.4318 0.28702 0.791 239 120 172.5 0.43815 0.29337 0.790 241 Carga e 0.01 0.82 0.25 0.790 0.5 0.773 0.75 0.763 1 0.750 1 0.709 2 0.68 0.01 0.65 0.67 0.69 0.71 0.73 0.75 0.77 0.79 0.81 0.83
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Transcript of Algunos Calculos Tema Suelo Colapsable
diámetro 50.8 mm Daltura 19 mm %We 0.82 PE solidosVs 21180.4222 Vv 17329.4363
tiempo Carga kg/cm20.25 0.5
Lectura Lectura mm Deformacióne Lectura Lectura mm0 57 0.14478 0 0.820 172.5 0.438155 140 0.3556 0.21082 0.798 233 0.59182
10 143 0.36322 0.21844 0.797 235 0.596915 165 0.4191 0.27432 0.792 235.5 0.5981730 169 0.42926 0.28448 0.791 237 0.6019860 170 0.4318 0.28702 0.791 239 0.60706
120 172.5 0.43815 0.29337 0.790 241 0.61214
Carga e0.01 0.820.25 0.790
0.5 0.7730.75 0.763
1 0.7501 0.7092 0.68
0.01 0.1 1 100.65
0.67
0.69
0.71
0.73
0.75
0.77
0.79
0.81
0.83
Chart Title
1.5 gr/cm3 Area 2026.83466 mm24 % Vol 38509.8585 mm3
2.6 gr/cm3
0.5 0.75 1Deformacióne Lectura Lectura mm Deformacióne Lectura Lectura mm
0.29337 0.790 241 0.61214 0.46736 0.773 286 0.726440.44704 0.775 276 0.70104 0.55626 0.765 328 0.833120.45212 0.775 279 0.70866 0.56388 0.764 330 0.83820.45339 0.775 280 0.7112 0.56642 0.764 332 0.84328
0.4572 0.774 282 0.71628 0.5715 0.763 334 0.848360.46228 0.774 284 0.72136 0.57658 0.763 337 0.855980.46736 0.773 286 0.72644 0.58166 0.763 339 0.86106
Agua 505 1.2827
0.01 0.1 1 100.65
0.67
0.69
0.71
0.73
0.75
0.77
0.79
0.81
0.83
Chart Title
1Deformacióne
0.58166 0.7630.68834 0.7520.69342 0.752
0.6985 0.7510.70358 0.751
0.7112 0.7500.71628 0.7501.13792 0.709
