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CHECKING OF THE DESIGN OF THE ROAD STRUCTURE WITH THE THREE-LAYER ELASTIC SYSTEMS METHOD

V Castagnetta

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Abstract

In accordance with the well-known shell calculation methods, the author develops for full-depth asphalt pavement a total thickness of 28 - 29 cm, a dense mixture wearing course of 3 - 4 cm and semi-dense subgrade of 25 cm.

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What this paper is about

In accordance with the well-known shell calculation methods, the author develops for full-depth asphalt pavement a total thickness of 28 - 29 cm, a dense mixture wearing course of 3 - 4 cm and semi-dense subgrade of 25 cm.

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Available abstract

In accordance with the well-known shell calculation methods, the author develops for full-depth asphalt pavement a total thickness of 28 - 29 cm, a dense mixture wearing course of 3 - 4 cm and semi-dense subgrade of 25 cm.

Key concepts: Subgrade, Asphalt, Layer (electronics), Structural engineering, Shell (structure), Geotechnical engineering, Mathematics, Materials science

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CHECKING OF THE DESIGN OF THE ROAD STRUCTURE WITH THE THREE-LAYER ELASTIC SYSTEMS METHOD — Research Paper | ScholarLens