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Considerations in the Modification of Shell Procedure for Rutting in Highways Utilizing Shear Stresses
The objective is to study the considerations in the modification of Shell Procedure for rutting in highways utilizing shear stresses. The study is done within the perspective of AAMAS (Asphalt-Aggregate Mixture Analysis System). An asphalt concrete layer of 12 inches with a base layer of 16 inches was studied. The stiffnesses of base and subgrade layers were taken as 20 KSI and 10 KSI respectively. ELSYM5 (Elastic Layered System) computer program was used to find the shear stresses and normal stresses at various depths and intersection points.
Considerations in the Modification of Shell Procedure for Rutting in Highways Utilizing Shear Stresses
The objective is to study the considerations in the modification of Shell Procedure for rutting in highways utilizing shear stresses. The study is done within the perspective of AAMAS (Asphalt-Aggregate Mixture Analysis System). An asphalt concrete layer of 12 inches with a base layer of 16 inches was studied. The stiffnesses of base and subgrade layers were taken as 20 KSI and 10 KSI respectively. ELSYM5 (Elastic Layered System) computer program was used to find the shear stresses and normal stresses at various depths and intersection points.
Considerations in the Modification of Shell Procedure for Rutting in Highways Utilizing Shear Stresses
J. M. Matthews (author) / S. Guttikonda (author) / F. C. Schmitt (author)
1994
207 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Bituminous concretes , Shear stress , Highways , Design criteria , Depth , Revisions , Subgrades , Stiffness , Concrete aggregates , Mixtures , Durability , Thickness , Profiles , Temperature , Mathematical models , Theses , Computer programming , Diagrams , Statistical data , Case studies , Ruttng , Shell procedure
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