FAA Pavement Design：美国联邦航空局的路面设计.pptVIP

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FAA Pavement Design：美国联邦航空局的路面设计.ppt

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FAA Pavement Design：美国联邦航空局的路面设计

FAA Pavement Design Rigid Pavement FAARFIELD Design Example FAARFIELD Rigid Pavement Design FAARFIELD Rigid Pavement Design Starting Screen – No Job Files Created FAARFIELD Rigid Pavement Design Creating / Naming a Job File FAARFIELD Rigid Pavement Design Copy Basic Section/Pavement Type From Samples FAARFIELD Rigid Pavement Design Copy Basic Section/Pavement Type From Samples FAARFIELD Rigid Pavement Design Section Name Pavement Type ACAggregate New flexible on Aggregate base AConFlex Asphalt overlay on Flexible pavement AConRigid Asphalt overlay on Rigid pavement NewFlexible New Flexible on stabilized base NewRigid New Rigid on stabilized base PCConFlex PCC overlay on flexible PCConRigid Unbonded PCC on rigid Be sure to select the pavement type that most correctly represents your pavement needs FAARFIELD Rigid Pavement Design Copy a Typical Pavement Section FAARFIELD Rigid Pavement Design Create a New Job Title FAARFIELD Rigid Pavement Design Create a New Job Title FAARFIELD Rigid Pavement Design Working with a Design Structure FAARFIELD Rigid Pavement Design Working with a Pavement Section FAARFIELD Rigid Pavement Design Modifying a Pavement Section FAARFIELD Rigid Pavement Design Modifying a Pavement Section FAARFIELD Rigid Pavement Design The types of layers that may be used in FAARFIELD are limited to those shown. Placement of layers may also be limited e.g. you couldn’t put a P-501 surface layer at the bottom of a structure The “Undefined” and “Variable” stabilized layers allow some customization of layers FAARFIELD Rigid Pavement Design The “undefined” layer allows the modulus to range from 1,000 to 4,000,000 psi The “Variable” (rigid) stabilized layer allows the modulus to range from 250,000 to 700,000 The “Variable” (flexible) stabilized layer allows the modulus to range from 150,000 to 400,000 psi The “P-401 Asphalt” stabilized layer has a fixed modulus of 400,000 psi FAARFIELD Rigid Pavement Design Modifying a Pavement Section FAARFIE