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A platform for research: civil engineering, architecture and urbanism
Fundamental procedure for design of flexible pavements
Road is treated as three-layer structure; curves give flexible pavement designs in which vertical compressive strain on top of subgrade and tensile strain at underside asphalt layer are taken into account; two strains identified as critical for pavement failure do not exceed their permissible values during design life of pavement; design life is expressed as number of application of equivalent 10-ton axle load.
Fundamental procedure for design of flexible pavements
Road is treated as three-layer structure; curves give flexible pavement designs in which vertical compressive strain on top of subgrade and tensile strain at underside asphalt layer are taken into account; two strains identified as critical for pavement failure do not exceed their permissible values during design life of pavement; design life is expressed as number of application of equivalent 10-ton axle load.
Fundamental procedure for design of flexible pavements
Indian Roads Congress -- J
Sharma, Y.K. (author) / Bassi, B.S. (author)
1964
44 pages
Article (Journal)
English
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Resilience design procedure for flexible pavements
| Engineering Index Backfile | 1967