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Fedakar, Halil Ibrahim; Rutherford, Cassandra J.; Cetin, Bora
{ "@context": "https://schema.org/", "@id": 239496, "@type": "ScholarlyArticle", "creator": [ { "@type": "Person", "affiliation": "Abdullah Gul Univ, Dept Civil Engn, Kayseri, Turkey", "name": "Fedakar, Halil Ibrahim" }, { "@type": "Person", "affiliation": "Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA USA", "name": "Rutherford, Cassandra J." }, { "@type": "Person", "affiliation": "Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI 48824 USA", "name": "Cetin, Bora" } ], "datePublished": "2021-01-01", "description": "This paper investigated the deformation behaviour of K-consolidated sand-clay mixtures through cyclic triaxial (CT) and hollow cylinder (CHC) tests. The sand-clay mixtures contained 0%, 5%, 10% and 20% clay by weight and were prepared at a relative density of 75%. Clay inclusion caused an increase in the permanent axial strain of mixtures (0.075% to 5% in CT and 0.186% to 5% in CHC), while a relatively insignificant increase in permanent axial strain was observed in the CT specimens containing 5% and 10% clay (0.075% to 1.299%). However, all CHC specimens with clay failed (epsilon(z) >= 5%). It was also observed that shear strain development of sand is significantly influenced by clay inclusion (0.096-2.241%) in CHC tests. Test results clearly show that the effect of a principal stress rotation should be taken into account to better estimate the deformation behaviour of sand-clay mixtures under repetitive traffic loads.", "headline": "Effect of principal stress rotation on deformation behavior of dense sand-clay mixtures", "identifier": 239496, "image": "https://aperta.ulakbim.gov.tr/static/img/logo/aperta_logo_with_icon.svg", "license": "http://www.opendefinition.org/licenses/cc-by", "name": "Effect of principal stress rotation on deformation behavior of dense sand-clay mixtures", "url": "https://aperta.ulakbim.gov.tr/record/239496" }
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