Evaluation Of Rigid Pavement Overlay Design Procedure Development Of The Oar Procedure Final Report
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Evaluation of Rigid Pavement Overlay Design Procedures
Author | : Kamran Majidzadeh |
Publisher | : |
Total Pages | : 0 |
Release | : 1983 |
Genre | : Pavements |
ISBN | : |
A review and evaluation of existing rigid pavement overlay design procedures, including the ARE procedure (DOT-FH-11-8544) resulted in a fully computerized rational method for the design of overlays for rigid pavements. The OAR procedure has been applied to several pavements in different parts of the U.S. with excellent correlation in performance prediction. Data input to the program is simple and fast, and the report contains instructions on development of input data with a minimum of testing.
Evaluation of Rigid Pavement Overlay Design Procedure
Author | : Kamran Majidzadeh |
Publisher | : |
Total Pages | : 192 |
Release | : 1983 |
Genre | : Pavements, Concrete |
ISBN | : |
Evaluation of Rigid Pavement Overlay Design Procedures, Development of the OAR Procedure
Author | : Kamran Majidzadeh |
Publisher | : |
Total Pages | : 192 |
Release | : 1983 |
Genre | : Pavements |
ISBN | : |
A review and evaluation of existing rigid pavement overlay design procedures, including the ARE procedure (DOT-FH-11-8544) resulted in a fully computerized rational method for the design of overlays for rigid pavements. The OAR procedure has been applied to several pavements in different parts of the U.S. with excellent correlation in performance prediction. Data input to the program is simple and fast, and the report contains instructions on development of input data with a minimum of testing.
Soil-Structure Interaction: Numerical Analysis and Modelling
Author | : J.W. Bull |
Publisher | : CRC Press |
Total Pages | : 742 |
Release | : 2002-11-01 |
Genre | : Architecture |
ISBN | : 1482271397 |
This book describes how a number of different methods of analysis and modelling, including the boundary element method, the finite element method, and a range of classical methods, are used to answer some of the questions associated with soil-structure interaction.
Precast Concrete Raft Units
Author | : J.W. Bull |
Publisher | : Springer Science & Business Media |
Total Pages | : 203 |
Release | : 2012-12-06 |
Genre | : Technology & Engineering |
ISBN | : 1461526442 |
The use of precast concrete is a well-established construction technique for beams, floors, panels, piles, walls and other structural elements. The advan tages of precasting include excellent quality control, economical large scale production, improved construction productivity (especially in adverse weather conditions) and immediate structure availability. These advantages have been recognized for precast concrete raft pavement units (raft units) since their introduction in the 1930s. In the last ten years there has been a considerable increase in the use ofraft units, especially in their range of applications, their analysis and their design. However, the description of these developments has been published in academicjournals and conference proceedings which are not readily available to practising raft unit pavement design engineers. Pavement design engineers are underincreasingpressure to produce raft unit designs that are inexpensive, long lasting and able to allow reorganization to accommodate changing use and uncertainty offuture loading requirements. This is the first book devoted to raft unit pavements, and will become a standard work of reference.
Overlay Design and Reflection Cracking Analysis for Rigid Pavements
Author | : |
Publisher | : |
Total Pages | : 172 |
Release | : 1977 |
Genre | : Pavements |
ISBN | : |
Fatigue cracking and reflection cracking criteria were developed and incorporated into a design procedure for flexible and rigid overlays of rigid pavements. Linear elastic layered theory is the basic model used to compute stresses and strains in the pavement system, which are then input to the fatigue and reflection cracking models. The fatigue criteria developments resulted from analyses of the performance of rigid pavements at the AASHO Road Test.