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The accuracy of micro-core compressive test to predict the strength of concrete

机译:微芯抗压试验预测混凝土强度的准确性

摘要

In-situ compressive strength of concrete is the process of quality control of concrete. The methods widely accepted for determining the compressive strength of concrete in existing structures is concrete core test. In this study, the idea is replacing the standard core with micro-core in concrete core test. The objective of this study is to compare the compressive strength for both standard core and micro-core. According to international standards and recommendations, the most suitable diameter for testing in laboratory is 100 mm diameter. However, drilling core concrete sample on such rather large size cores may cause hazardous in many cases. In this regard, the estimate strength of concrete in structures may be gained from compression test of core having the diameter less than 100 mm. As it is not always safe to drill cores of 100 mm diameter, utilizing smaller diameters is more practical. Micro-cores have many advantages such as can be drilled in-situ with very light equipment that can greatly reduced costs and less damage to the structure. This paper examines the results of the in-situ compressive strength tests applied on 100 mm and 25 mm diameter drilled from slab specimen. The results were analyzed using linear regression analysis and detailed statistical analysis.
机译:混凝土的原位抗压强度是混凝土质量控制的过程。确定现有结构中混凝土抗压强度的广泛接受的方法是混凝土芯试验。在这项研究中,该想法是在混凝土芯测试中用微芯代替标准芯。这项研究的目的是比较标准芯和微芯的抗压强度。根据国际标准和建议,最适合实验室测试的直径是100毫米直径。但是,在这种较大尺寸的岩心上钻孔岩心混凝土样品在许多情况下可能会造成危险。在这方面,可以通过直径小于100mm的芯的压缩试验来获得结构中混凝土的估计强度。由于钻取直径为100 mm的岩心并不总是安全的,因此使用较小的直径更为实际。微芯具有许多优点,例如可以使用非常轻的设备在原位钻孔,从而可以大大降低成本并减少对结构的损坏。本文研究了对从平板试样上钻出的直径为100 mm和25 mm的原位抗压强度试验的结果。使用线性回归分析和详细的统计分析对结果进行分析。

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  • 作者

    Hassan Hishamudin;

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  • 年度 2012
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