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This document summarizes a research paper that analyzes stresses and displacements in multi-layered elastic pavement structures due to various loads using numerical integration. The researchers developed analytical solutions for a multi-layered system using the Hankel transform and double exponential integration. They presented the basic solution for a single layer due to vertical loading as an example. The methodology formulates the problem using equations of equilibrium, stress-displacement relationships

Author

Elsa Eka Putri

Language

EN