Esfuerzo admisible σadm 1.28 kg/cm2Modulo de Winkler Ks 2.70 kg/cm3

* Tabla equivalencia de Modulo de Subrasante: CSI-SAFE

Esf. Adm Winklerkg/cm2 kg/cm3

0.25 0.650.30 0.780.35 0.910.40 1.040.45 1.170.50 1.300.55 1.390.60 1.480.65 1.570.70 1.660.75 1.750.80 1.840.85 1.930.90 2.020.95 2.111.00 2.201.05 2.291.10 2.381.15 2.471.20 2.561.25 2.651.30 2.741.35 2.831.40 2.921.45 3.011.50 3.101.55 3.191.60 3.281.65 3.371.70 3.461.75 3.551.80 3.641.85 3.731.90 3.821.95 3.912.00 4.002.05 4.102.10 4.202.15 4.302.20 4.402.25 4.502.30 4.602.35 4.70

2.40 4.802.45 4.902.50 5.002.55 5.102.60 5.202.65 5.302.70 5.402.75 5.502.80 5.602.85 5.702.90 5.802.95 5.903.00 6.003.05 6.103.10 6.203.15 6.303.20 6.403.25 6.503.30 6.603.35 6.703.40 6.803.45 6.903.50 7.003.55 7.103.60 7.203.65 7.303.70 7.403.75 7.503.80 7.603.85 7.703.90 7.803.95 7.904.00 8.00

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10111213141516171819202122232425262728293031323334353637383940414243

444546474849505152535455565758596061626364656667686970717273747576

σadm Kskg/cm2 kg/cm3

ZAPATAS SOIL1 1.05 2.29CIMIENTOS CORRIDOS SOIL2 0.83 1.89

Modulo de Subrasante: CSI-SAFE (Equivalencia de cargas admisibles - modulo de subrasante)

Esf. Admkg/cm2

0.250.300.350.400.450.500.550.600.650.700.750.800.850.900.951.001.051.101.151.201.251.301.351.401.451.501.551.601.651.701.751.801.851.901.952.002.052.102.152.202.252.302.35

2.402.452.502.552.602.652.702.752.802.852.902.953.003.053.103.153.203.253.303.353.403.453.503.553.603.653.703.753.803.853.903.954.00

Winklerkg/cm3

0.65 10.78 20.91 31.04 41.17 51.30 61.39 71.48 81.57 91.66 101.75 111.84 121.93 132.02 142.11 152.20 162.29 172.38 182.47 192.56 202.65 212.74 222.83 232.92 243.01 253.10 263.19 273.28 283.37 293.46 303.55 313.64 323.73 333.82 343.91 354.00 364.10 374.20 384.30 394.40 404.50 414.60 424.70 43

4.80 444.90 455.00 465.10 475.20 485.30 495.40 505.50 515.60 525.70 535.80 545.90 556.00 566.10 576.20 586.30 596.40 606.50 616.60 626.70 636.80 646.90 657.00 667.10 677.20 687.30 697.40 707.50 717.60 727.70 737.80 747.90 758.00 76