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- W99733033 abstract "Various granular unbound and cemented materials used in aircraft pavementconstruction were assessed using a new mechanistic approach. In this approach laboratory material testing methods are used to obtain their material properties such as shear strength, resilient modulus, plastic deformation and permeability. The material data can be used to support other basic classification tests (such as Atterberg limits, grading, compaction, Los Angeles, etc), and to evaluate the structural performance of the materials using a computer program, NONCIRL. It was found that triaxial shear testing could not provide sufficient differentiation between crushed rock blends having different particle shape, water absorption and linear shrinkage, whereas the differentiation between the blends using repeated load triaxial testing was reasonable and is likely to be of practical importance. Pavement analyses with NONCIRL showed that the risks associated with the use of unfavourable crushed rock blends in the aircraft pavement construction were significant, and that unbound materials may not be suitable for sub-base layers because of their low stiffness at the low confining stresses and should be modified for improving the stiffness and deformation properties. (a) For the covering abstract of this conference see IRRD abstract no.861222." @default.
- W99733033 created "2016-06-24" @default.
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- W99733033 date "1994-01-01" @default.
- W99733033 modified "2023-09-27" @default.
- W99733033 title "SOME ASPECTS IN THE ASSESSMENT OF CRUSHED ROCK MATERIALS FOR AIRCRAFT PAVEMENT CONSTRUCTION" @default.
- W99733033 hasPublicationYear "1994" @default.
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