Prolongación del Muelle de la Dársena Norte Definición de la ...
Prolongación del Muelle de la Dársena Norte Definición de la ...
Prolongación del Muelle de la Dársena Norte Definición de la ...
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<strong>Prolongación</strong> <strong><strong>de</strong>l</strong> <strong>Muelle</strong> <strong>de</strong> <strong>la</strong> <strong>Dársena</strong> <strong>Norte</strong>Referencia cálculo: Cajón <strong>de</strong> celdas circu<strong>la</strong>es <strong>de</strong> 3.50 m <strong>de</strong> diámetroReferencia cálculo: Ejemplo <strong>de</strong> c<strong>la</strong>se. Curso 2004-2005 UPMHipótesisComportamiento <strong><strong>de</strong>l</strong> terreno bajo banqueta a <strong>la</strong>rgo p<strong>la</strong>zo<strong>de</strong> carga tg δ * s q = s c s γ i q i c i γ p v,h F1 0.238 1.010 0.994 0.579 0.555 0.443 123.394 5.0732 0.251 1.009 0.994 0.560 0.535 0.421 116.962 4.6953 0.230 1.010 0.994 0.590 0.566 0.456 126.589 5.1154 0.253 1.010 0.994 0.558 0.532 0.417 116.851 4.7325 0.272 1.009 0.994 0.531 0.504 0.386 108.180 4.2476 0.245 1.010 0.994 0.569 0.544 0.430 120.096 4.7837 0.249 1.010 0.994 0.563 0.537 0.423 119.247 4.7388 0.239 1.010 0.994 0.578 0.554 0.441 124.064 4.9919 0.238 1.010 0.994 0.578 0.554 0.442 123.831 4.88910 0.221 1.010 0.993 0.604 0.581 0.473 131.678 4.87811 0.219 1.010 0.993 0.607 0.584 0.476 132.859 5.08212 0.219 1.010 0.993 0.607 0.584 0.476 132.464 4.978Cálculo en otro nivelHipótesisComportamiento <strong><strong>de</strong>l</strong> terreno bajo banqueta a corto p<strong>la</strong>zo<strong>de</strong> carga tg δ * s q = s c s γ i q i c i γ p v,h F1 0.248 1.010 0.994 0.564 0.539 0.424 118.604 4.7962 0.261 1.009 0.994 0.545 0.519 0.403 112.454 4.4393 0.241 1.010 0.994 0.574 0.550 0.437 121.814 4.8444 0.263 1.009 0.994 0.543 0.516 0.400 112.343 4.4755 0.282 1.009 0.994 0.516 0.489 0.369 104.049 4.0176 0.255 1.010 0.994 0.554 0.528 0.413 115.593 4.5297 0.259 1.010 0.994 0.548 0.522 0.406 114.843 4.4918 0.249 1.010 0.994 0.563 0.538 0.424 119.461 4.7309 0.249 1.010 0.994 0.564 0.539 0.424 119.329 4.63810 0.230 1.010 0.993 0.590 0.567 0.456 127.334 4.65011 0.229 1.010 0.993 0.593 0.569 0.459 128.311 4.83612 0.229 1.010 0.993 0.593 0.569 0.459 128.013 4.741HipótesisComportamiento <strong><strong>de</strong>l</strong> terreno bajo banqueta a <strong>la</strong>rgo p<strong>la</strong>zo<strong>de</strong> carga tg δ * s q = s c s γ i q i c i γ p v,h F1 0.248 1.010 0.994 0.564 0.539 0.424 118.604 4.7962 0.261 1.009 0.994 0.545 0.519 0.403 112.454 4.4393 0.241 1.010 0.994 0.574 0.550 0.437 121.814 4.8444 0.263 1.009 0.994 0.543 0.516 0.400 112.343 4.4755 0.282 1.009 0.994 0.516 0.489 0.369 104.049 4.0176 0.255 1.010 0.994 0.554 0.528 0.413 115.593 4.5297 0.259 1.010 0.994 0.548 0.522 0.406 114.843 4.4918 0.249 1.010 0.994 0.563 0.538 0.424 119.461 4.7309 0.249 1.010 0.994 0.564 0.539 0.424 119.329 4.63810 0.230 1.010 0.993 0.590 0.567 0.456 127.334 4.65011 0.229 1.010 0.993 0.593 0.569 0.459 128.311 4.83612 0.229 1.010 0.993 0.593 0.569 0.459 128.013 4.74127/04/2005 22:00 49
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