1 Ocak 2021 Dergi makalesi Açık Erişim

Fedakar, Halil Ibrahim; Rutherford, Cassandra J.; Cetin, Bora

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        "affiliation": "Abdullah Gul Univ, Dept Civil Engn, Kayseri, Turkey", 
        "name": "Fedakar, Halil Ibrahim"
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      {
        "affiliation": "Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA USA", 
        "name": "Rutherford, Cassandra J."
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      {
        "affiliation": "Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI 48824 USA", 
        "name": "Cetin, Bora"
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    "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.", 
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      "title": "ROAD MATERIALS AND PAVEMENT DESIGN"
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    "title": "Effect of principal stress rotation on deformation behavior of dense sand-clay mixtures"
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