Design of Flexible Pavements Considering Mixed Loads and Traffic Volume PDF Download
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Author: Willard Jay Turnbull
Publisher:
ISBN:
Category : Pavements, Flexible
Languages : en
Pages : 216
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Book Description
Author: Willard Jay Turnbull
Publisher:
ISBN:
Category : Pavements, Flexible
Languages : en
Pages : 216
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Book Description
Author: American Association of State Highway and Transportation Officials
Publisher: AASHTO
ISBN: 1560510552
Category : Pavements
Languages : en
Pages : 622
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Book Description
Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.
Author: DONALD N. BROWN
Publisher:
ISBN:
Category :
Languages : en
Pages : 20
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Book Description
Traffic was applied to a flexible pavement test section, consisting of a well-graded limestone base course constructed on a weak clay subgrade, with 10,000-, 25,000-, and 50,000-lb singlewheel-load test carts to study the effects of mixed traffic on flexible pavements not subject to frost conditions or other conditions requiring special consideration. Deflection, deformation, density, and CBR were measured at specified intervals of test traffic. In general the test results indicated that: (a) the life of a flexible pavement may be reduced by as much as 67% when as little as 2% of the traffic results from wheel loads two and one-half times larger than the design load; (b) flexible pavements will not necessarily fail immediately when subjected to overload traffic up to five times larger than the design load; (c) the rate of failure of flexible pavements subjected to overload traffic depends upon the amount and magnitude of this traffic, total thickness of pavement structure, and the condition of the pavement and base course; and (d) current criteria for thickness design of a flexible pavement structure are conservative for light loads. (Author).
Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 92
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Book Description
Author: American Association of State Highway and Transportation Officials
Publisher: AASHTO
ISBN: 156051423X
Category : Pavements
Languages : en
Pages : 218
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Book Description
Author: Moshe Livneh
Publisher:
ISBN:
Category :
Languages : en
Pages : 26
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Book Description
Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 1004
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Book Description
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 62
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Book Description
Author: Dallas N. Little
Publisher: Springer
ISBN: 331958443X
Category : Technology & Engineering
Languages : en
Pages : 702
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Book Description
This textbook lays out the state of the art for modeling of asphalt concrete as the major structural component of flexible pavements. The text adopts a pedagogy in which a scientific approach, based on materials science and continuum mechanics, predicts the performance of any configuration of flexible roadways subjected to cyclic loadings. The authors incorporate state-of the-art computational mechanics to predict the evolution of material properties, stresses and strains, and roadway deterioration. Designed specifically for both students and practitioners, the book presents fundamentally complex concepts in a clear and concise way that aids the roadway design community to assimilate the tools for designing sustainable roadways using both traditional and innovative technologies.
Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 784
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Book Description
