Author: Waterways Experiment Station (U.S.)Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 60
Book Description
Design of Flexible Airfield Pavements for Multiple-wheel Landing Gear Assemblies
Author: Waterways Experiment Station (U.S.)Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 60
Book Description
Design of Flexible Airfield Pavements for Multiple-wheel Landing Gear Assemblies
Author: Waterways Experiment Station (U.S.)Publisher:
ISBN:
Category : Runways (Aeronautics)
Languages : en
Pages : 106
Book Description
Design Manual: Airfield Pavements
Author: United States. Bureau of Yards and DocksPublisher:
ISBN:
Category : Pavements
Languages : en
Pages : 192
Book Description
Airfield Pavements
Author: United States. Bureau of Yards and DocksPublisher:
ISBN:
Category : Pavements
Languages : en
Pages : 196
Book Description
Flexible Airfield Pavement Evaluation
Author: United States. Army. Corps of EngineersPublisher:
ISBN:
Category : Runways (Aeronautics)
Languages : en
Pages : 108
Book Description
Flexible Airfield Pavement Evaluation
Author: United States. Department of the ArmyPublisher:
ISBN:
Category : Pavements, Bituminous
Languages : en
Pages : 100
Book Description
Multiple-wheel Heavy Gear Load Pavement Tests
Author: Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 236
Book Description
Flexible and rigid pavements were constructed and tested to obtain data on pavement and soil behavior under large aircraft loadings for use in developing criteria for evaluating and designing airfield pavements subjected to multiple-wheel heavy gear loads (WMHGL). The test sections incorporated instrumentation systems designed to determine the response of the pavement structures to static, dynamic (slowly moving), and vibratory loads and to traffic by full prototype loadings of a 12-wheel assembly (one main gear of a C-5A aircraft), a twin-tandem assembly (one twin-tandem component of the Boeing 747 assembly), and a single wheel. Analysis of static load response data from the flexible pavement instrumentation program resulted in the establishment of maximum elastic deflection and vertical elastic stress versus depth curves. Comparisons showed that the same relationships were true for static and dynamic load tests, as well as for speed tests. The findings for the rigid pavement test section indicated that the Westergaard algorithm can be used for reasonable predictio of pavement response to test loadings. The data from the instrumentation program and the traffic tests were used in the analysis of the flexible and rigid pavement test sections. The analysis resulted in a modification of the basic flexible pavement CBR design method. (Author).
Certain Considerations in the Design of Flexible Pavements, Bases and Subgrades
Author: Waterways Experiment Station (U.S.)Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 40
Book Description
Engineering and Design
Author: Revised Method of Thickness Design for Flexible Highway Pavements at Military Installations
Author: U.S. Army Engineer Waterways Experiment StationPublisher:
ISBN:
Category : Pavements, Bituminous
Languages : en
Pages : 104
Book Description