1 Ocak 2021 Dergi makalesi Açık Erişim

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

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    <subfield code="a">Effect of principal stress rotation on deformation behavior of dense sand-clay mixtures</subfield>
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    <subfield code="a">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) &amp;gt;= 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.</subfield>
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    <subfield code="u">Iowa State Univ, Dept Civil Construct &amp; Environm Engn, Ames, IA USA</subfield>
    <subfield code="a">Rutherford, Cassandra J.</subfield>
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    <subfield code="u">Michigan State Univ, Dept Civil &amp; Environm Engn, E Lansing, MI 48824 USA</subfield>
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    <subfield code="u">Abdullah Gul Univ, Dept Civil Engn, Kayseri, Turkey</subfield>
    <subfield code="a">Fedakar, Halil Ibrahim</subfield>
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    <subfield code="c">2021-01-01</subfield>
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    <subfield code="a">10.1080/14680629.2021.1948908</subfield>
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