August 1, 2021 Thesis Open Access

ADEME TSEGA TASSEW

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{
  "description": "<p>One very important issue is the need for significant improvement of flexible pavement structure<br>\npassing over areas of poor soil conditions due to continuous deformation and a low bearing<br>\ncapacity from the pavement structure foundation. One of the general problem happened on<br>\npavement structure are vertical settlement and lateral displacement of the soil layers. In order to<br>\nminimize these problems enhancing the bearing capacity of the subgrade soils can be the major<br>\nsolution. Mostly, the subgrade soil is known by poor bearing capacity, high plasticity and high<br>\nswelling factor. So, the bearing capacity of the soils can be improved by geotechnical ground<br>\nimprovement. In this study, reinforced subgrade performance with geogrid was numerically<br>\nanalyzed. Two pavement structure with geogrid reinforced subgrade and unreinforced subgrade<br>\nwere analyzed under the same traffic load and pavement thickness using finite element model.<br>\nABAQUS software package was used as a tool in analyzing the finite element models of a<br>\nquarter of pavement structures</p>", 
  "license": "http://www.opendefinition.org/licenses/cc-by", 
  "creator": [
    {
      "@type": "Person", 
      "name": "ADEME TSEGA TASSEW"
    }
  ], 
  "headline": "PERFORMANCE EVALUATION OF GEOGRID REINFORCED PAVEMENT SUBGRADE USING NUMERICAL ANALYSIS; A CASE OF TERCHA-CHIDA ROAD PROJECT", 
  "image": "https://zenodo.org/static/img/logos/zenodo-gradient-round.svg", 
  "datePublished": "2021-08-01", 
  "url": "https://nadre.ethernet.edu.et/record/2335", 
  "@context": "https://schema.org/", 
  "identifier": "https://doi.org/10.20372/nadre:2335", 
  "@id": "https://doi.org/10.20372/nadre:2335", 
  "@type": "ScholarlyArticle", 
  "name": "PERFORMANCE EVALUATION OF GEOGRID REINFORCED PAVEMENT SUBGRADE USING NUMERICAL ANALYSIS; A CASE OF TERCHA-CHIDA ROAD PROJECT"
}