1 Ocak 2019 Dergi makalesi Açık Erişim

Tuncay, Ergun; Ozcan, Nazli Tunar; Kalender, Aycan

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    "creators": [
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        "affiliation": "Hacettepe Univ, Dept Geol Engn, TR-06800 Ankara, Turkey", 
        "name": "Tuncay, Ergun"
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      {
        "affiliation": "Hacettepe Univ, Dept Geol Engn, TR-06800 Ankara, Turkey", 
        "name": "Ozcan, Nazli Tunar"
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      {
        "affiliation": "Hacettepe Univ, Dept Geol Engn, TR-06800 Ankara, Turkey", 
        "name": "Kalender, Aycan"
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    "description": "This study aimed to evaluate the effect of length-to-diameter ratio (L/D) of a rock core specimen on uniaxial compressive strength (UCS) and to investigate the optimum L/D range for different rock types. For this purpose, a considerable amount of rock block was compiled and a series of laboratory tests were carried out to determine some geo-mechanical properties of the rocks and the UCS values of test specimens having different L/Ds. Some assessments were made on the limit L/Ds [(L/D)(lim)] based on theoretically calculated values and those experimentally observed, and then some easily determined properties of the studied rocks were statistically evaluated to predict (L/D)(lim) values. By considering the results of these evaluations, some L/D classes were suggested for selection of the L/D intervals of rock specimens before uniaxial compression tests. In addition, an equation was proposed to correct the UCS values obtained from core specimens shorter than lower limits of the suggested L/D classes.", 
    "doi": "10.1007/s10064-019-01482-6", 
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    "journal": {
      "issue": "7", 
      "pages": "5467-5482", 
      "title": "BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT", 
      "volume": "78"
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    "publication_date": "2019-01-01", 
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    "title": "An approach to predict the length-to-diameter ratio of a rock core specimen for uniaxial compression tests"
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