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- W588726309 abstract "This paper presents a concept for design of new pavement evaluation of existing pavements encompassing requirements for compaction to equilibrium under the anticipated vertical stress in each structural member and avoidance of detrimental shear in any member of the pavement. A factor of safety with regard to shear failure, expressed as the ratio of shear strength, at an appropriate selected value of strain, to the theoretical maximum shear stress is introduced." @default.
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- W588726309 date "1967-01-01" @default.
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- W588726309 title "DESIGN OF SUBSURFACE AND SURFACE AGAINST DETRIMENTAL COMPACTION AND SHEAR IN THE FINISHED SURFACE" @default.
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