Thesis Open Access
ADEME TSEGA TASSEW
<?xml version='1.0' encoding='utf-8'?> <rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:adms="http://www.w3.org/ns/adms#" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:dct="http://purl.org/dc/terms/" xmlns:dctype="http://purl.org/dc/dcmitype/" xmlns:dcat="http://www.w3.org/ns/dcat#" xmlns:duv="http://www.w3.org/ns/duv#" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:frapo="http://purl.org/cerif/frapo/" xmlns:geo="http://www.w3.org/2003/01/geo/wgs84_pos#" xmlns:gsp="http://www.opengis.net/ont/geosparql#" xmlns:locn="http://www.w3.org/ns/locn#" xmlns:org="http://www.w3.org/ns/org#" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:prov="http://www.w3.org/ns/prov#" xmlns:rdfs="http://www.w3.org/2000/01/rdf-schema#" xmlns:schema="http://schema.org/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:vcard="http://www.w3.org/2006/vcard/ns#" xmlns:wdrs="http://www.w3.org/2007/05/powder-s#"> <rdf:Description rdf:about="https://doi.org/10.20372/nadre:2335"> <rdf:type rdf:resource="http://www.w3.org/ns/dcat#Dataset"/> <dct:type rdf:resource="http://purl.org/dc/dcmitype/Text"/> <dct:identifier rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://doi.org/10.20372/nadre:2335</dct:identifier> <foaf:page rdf:resource="https://doi.org/10.20372/nadre:2335"/> <dct:creator> <rdf:Description> <rdf:type rdf:resource="http://xmlns.com/foaf/0.1/Agent"/> <foaf:name>ADEME TSEGA TASSEW</foaf:name> </rdf:Description> </dct:creator> <dct:title>PERFORMANCE EVALUATION OF GEOGRID REINFORCED PAVEMENT SUBGRADE USING NUMERICAL ANALYSIS; A CASE OF TERCHA-CHIDA ROAD PROJECT</dct:title> <dct:publisher> <foaf:Agent> <foaf:name>Zenodo</foaf:name> </foaf:Agent> </dct:publisher> <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#gYear">2021</dct:issued> <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#date">2021-08-01</dct:issued> <owl:sameAs rdf:resource="https://nadre.ethernet.edu.et/record/2335"/> <adms:identifier> <adms:Identifier> <skos:notation rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://nadre.ethernet.edu.et/record/2335</skos:notation> <adms:schemeAgency>url</adms:schemeAgency> </adms:Identifier> </adms:identifier> <dct:isVersionOf rdf:resource="https://doi.org/10.20372/nadre:2334"/> <dct:isPartOf rdf:resource="https://nadre.ethernet.edu.et/communities/aastu"/> <dct:isPartOf rdf:resource="https://nadre.ethernet.edu.et/communities/zenodo"/> <dct:description><p>One very important issue is the need for significant improvement of flexible pavement structure<br> passing over areas of poor soil conditions due to continuous deformation and a low bearing<br> capacity from the pavement structure foundation. One of the general problem happened on<br> pavement structure are vertical settlement and lateral displacement of the soil layers. In order to<br> minimize these problems enhancing the bearing capacity of the subgrade soils can be the major<br> solution. Mostly, the subgrade soil is known by poor bearing capacity, high plasticity and high<br> swelling factor. So, the bearing capacity of the soils can be improved by geotechnical ground<br> improvement. In this study, reinforced subgrade performance with geogrid was numerically<br> analyzed. Two pavement structure with geogrid reinforced subgrade and unreinforced subgrade<br> were analyzed under the same traffic load and pavement thickness using finite element model.<br> ABAQUS software package was used as a tool in analyzing the finite element models of a<br> quarter of pavement structures</p></dct:description> <dct:accessRights rdf:resource="http://publications.europa.eu/resource/authority/access-right/PUBLIC"/> <dct:accessRights> <dct:RightsStatement rdf:about="info:eu-repo/semantics/openAccess"> <rdfs:label>Open Access</rdfs:label> </dct:RightsStatement> </dct:accessRights> <dcat:distribution> <dcat:Distribution> <dct:rights> <dct:RightsStatement rdf:about="http://www.opendefinition.org/licenses/cc-by"> <rdfs:label>Creative Commons Attribution</rdfs:label> </dct:RightsStatement> </dct:rights> <dcat:accessURL rdf:resource="https://doi.org/10.20372/nadre:2335"/> </dcat:Distribution> </dcat:distribution> <dcat:distribution> <dcat:Distribution> <dcat:accessURL rdf:resource="https://doi.org/10.20372/nadre:2335"/> <dcat:byteSize>2473273</dcat:byteSize> <dcat:downloadURL rdf:resource="https://nadre.ethernet.edu.et/record/2335/files/f1047896560.pdf"/> <dcat:mediaType>application/pdf</dcat:mediaType> </dcat:Distribution> </dcat:distribution> </rdf:Description> </rdf:RDF>
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