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Effect Of Waste Marble Dust Content As Filler On Properties Of Self-compacting Concrete

机译:废大理石粉含量作为填料对自密实混凝土性能的影响

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摘要

Day by day, the amount of the marble dust (MD) as a waste material is significantly of increasing in Turkey. Therefore, the utilization of the waste MD in self-compacting concrete (SCC), as filler material, is the main objective of this study. Besides, the MD is used directly without attempting any additional process. Thus, this would be another advantage for this objective. For this purpose, MD has replaced binder of SCC at certain contents of 0, 50, 100, 150, 200, 250 and 300 kg/m~3. After then, slump-flow test, L-box test and V-funnel test are conducted on fresh concrete. Furthermore, compressive strength, flexural strength, ultrasonic velocity, porosity and compactness are determined at the end of 28 days for the hardened concrete specimens. The effect of waste MD usage as filler material on capillarity properties of SCC is also investigated. According to the test results, it is concluded that the workability of fresh SCC has not been affected up to 200 kg/m~3 MD content. However, the mechanical properties of hardened SCC have decreased by using MD, especially just above 200 kg/m~3 content.
机译:土耳其的大理石粉尘(MD)每天都在大量增加。因此,在自密实混凝土(SCC)中利用废MD作为填充材料是本研究的主要目标。此外,MD可以直接使用,而无需尝试任何其他过程。因此,这将是该目标的另一个优势。为此,MD以0、50、100、150、200、250和300 kg / m〜3的某些含量代替了SCC的粘结剂。之后,对新鲜混凝土进行坍落度试验,L形箱试验和V型漏斗试验。此外,在28天结束时确定了硬化混凝土试样的抗压强度,抗弯强度,超声速度,孔隙率和致密性。还研究了废MD用作填充材料对SCC毛细特性的影响。根据测试结果,可以得出结论:在200 kg / m〜3 MD含量下,新鲜SCC的可加工性没有受到影响。然而,使用MD降低了硬化SCC的机械性能,尤其是刚超过200kg / m〜3含量时。

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