ROLLER COMPACTED CONCRETE TENSILE STRENGTH
- سال انتشار: 1388
- محل انتشار: نخستین کنفرانس بین المللی بتن
- کد COI اختصاصی: ICCT01_074
- زبان مقاله: انگلیسی
- تعداد مشاهده: 2166
نویسندگان
Civil Engg. Department, Faculty of Engineering, Al-Fateh University, Tripoli, Libya
Civil Engineering Department, Faculty of Engineering, Al-Fateh University, Tripoli, Libya
Civil Engg. Department, Faculty of Engineering, Al-Fateh University, Tripoli, Libya
Civil Engg. Department, National School of Engineers, University of Sfax, Sfax, Tunisia
چکیده
Roller compacted concrete (RCC) presents a relatively recent development in the concrete technology of lowcement content for construction of dams, which in turn developed for application in concrete pavements of roads and storage yards, but with higher cement content. It is important to fully understand the characteristics and physical properties of concrete in order to predict the response of concrete structures. Compressive strength is used as a reference of the overall quality of concrete. For this reason, it is the principal property employed in the design of concrete structures. However, compressive strength is not the only characteristic influencing the behaviour of concrete structure and, in particular, gravity concrete dams where the determination of compressive, tensile and shear strength capacities is imperative. Those can be obtained using eitherlaboratory-cast cylinders or drilled cores or sawn blocks from a test section. This paper describes two tensile strength tests, namely, the direct tensile test and the splitting test were cylindrical specimens were casted and compacted using vibrating hammer following the soil approach method. Cylindrical specimens were prepared in two layers or lifts, and then the cylinders were cured in water for 90 days, to be subjected for different testing procedures. The obtained results were tabulated and discussed as relationships between direct tensile and indirect tensile versus compressive strength. The Splitting tensile strength has ranged between 8.4 to 14.0% of compressive strength, while direct tensile test results were lower than that of splitting tensile. Direct tensile test was more difficult to conduct for parent concrete than splitting tensile tests, and values obtained by it ranged from 5.1 to 9.2% of the compressive strength. The values of direct tensile strength have ranged from 55.0 to 76.0% of splitting tensile strength.کلیدواژه ها
Roller Compacted Concrete, Direct Tensile Test, Splitting Test, Compressive Strengthمقالات مرتبط جدید
- مروری بر مزایا و کاربردهای سیمان LC۳
- بررسی تاثیر محتوای فرکانسی زلزله در پاسخهای دینامیکی سازه های بلندمرتبه با در نظر گرفتن اندرکنش خاک و سازه
- بررسی مقایسه رفتار دیوارهای برشی فولادی موجدار تک لایه و دوبل با اتصال بخشی به ستون با زاویه موج دار
- ارزیابی آزمایشگاهی خواص مکانیکی بتن خودمتراکم حاوی خاکستر پوسته برنج و خاکستر تفاله نیشکر توام
- ازیابی اثر افزودن نانو لوله های کربنی و نانوذرات رس بر استحکام قطاع پوسته کروی مرکب اپوکسی/الیاف شیشه
اطلاعات بیشتر در مورد COI
COI مخفف عبارت CIVILICA Object Identifier به معنی شناسه سیویلیکا برای اسناد است. COI کدی است که مطابق محل انتشار، به مقالات کنفرانسها و ژورنالهای داخل کشور به هنگام نمایه سازی بر روی پایگاه استنادی سیویلیکا اختصاص می یابد.
کد COI به مفهوم کد ملی اسناد نمایه شده در سیویلیکا است و کدی یکتا و ثابت است و به همین دلیل همواره قابلیت استناد و پیگیری دارد.