کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4675629 1634435 2016 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Uniaxial compression test of frozen tailings
ترجمه فارسی عنوان
تست فشرده سازی یاتاقان از دماهای یخ زده
کلمات کلیدی
بطری های یخ زده، فشرده سازی یک جانبه، رابطه فشار استرس استحکام فشاری، مدول تغییر شکل
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات علوم زمین و سیاره ای (عمومی)
چکیده انگلیسی


• More than sixty frozen tailings samples with four types of tailings
• Uniaxial compression tests at a temperature of − 16 °C
• Effects of average particle size, dry density, moisture content, and loading rate
• Uniaxial compressive strength and deformation modulus

The mechanical properties (uniaxial compressive strength and deformation modulus) of frozen tailings are key parameters for the safety assessment of a tailing dam. However, the experimental data on such mechanical properties are limited. In this study, more than sixty tailings samples with four tailings (medium sand, fine sand, silty sand, and silt) were frozen at the temperature of − 16 °C, and then tested under uniaxial compression in order to investigate their mechanical properties. The effects of four parameters (average particle size, dry density, water content and strain rate) on the uniaxial compressive strength (UCS) and the deformation modulus of frozen tailings were investigated. The test results show that three failure patterns of samples were observed: inclined plane shear failure, lateral tensile failure, and composite failure involving both. Their uniaxial compressive strength is related logarithmically to average particle size, exponentially to dry density, linearly to moisture content, and parabolically to strain rate. On the other hand, their deformation modulus is related logarithmically to average particle size, parabolically to moisture content, exponentially to both dry density and strain rate.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Cold Regions Science and Technology - Volume 129, September 2016, Pages 60–68
نویسندگان
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