@article{56da3d4fa56f4861be218a368fab2bcc,
title = "Application of Euler-Bernoulli Beam on Winkler Foundation for Highway Pavement on Expansive Soils",
author = "Adnan Khan and Wang, \{Jay X.\}",
note = "Pavement resting on expansive soil experience longitudinal cracks due to the volume change of subgrade soil. A simple method is expected by engineers to analyze the distress of pavement on expansive soils. In this research, a new method is proposed to analyze a pavement on expansive soil, where the soil is considered as the Winkler foundation and the pavement as a Euler-Bernoulli beam.",
year = "2018",
month = jun,
day = "20",
doi = "10.1061/9780784481691.023",
language = "American English",
journal = "PanAm Unsaturated Soils 2017",
}