DISEÑO DE PAVIMENTOS RÍGIDOS Ing. Diego H. Calo - ICPA
DISEÑO DE PAVIMENTOS RÍGIDOS Ing. Diego H. Calo - ICPA
DISEÑO DE PAVIMENTOS RÍGIDOS Ing. Diego H. Calo - ICPA
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36MO<strong>DE</strong>LO <strong>DE</strong> FATIGA (ACPA)Numero de aplicaciones admisibles, Log N1412108642log( Nf )=⎡⎢⎣−−10.24SR ⋅log0.0112( S )⎥ ⎦⎤0.217PCAS = 95%S = 90%S = 80%S = 70%S = 60%S = 50%00.4 0.5 0.6 0.7 0.8 0.9 1Relación de TensionesINSTITUTO <strong>DE</strong>L CEMENTO PORTLAND ARGENTINO
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