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Strength and Permeability Characteristics Study of Self-Compacting Concrete Using Crusher Rock Dust and Marble Sludge Powder

机译:利用碎石粉和大理石污泥粉研究自密实混凝土的强度和渗透特性

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摘要

Self-compacting concrete (SCC) is one of the most significant advances in concrete technology over the past two decades. SCC was developed to ensure adequate compaction through self-consolidation and facilitate placement of concrete in structures with congested reinforcement and in restricted areas. This paper aims to focus permeability study of self-compacting concrete (SCC) made with industrial wastes, i.e., marble sludge powder (MSP) from marble processing and crusher rock dust (CRD) from stone crushing industries. MSP can be used as filler and it helps to reduce the total voids content in concrete. Consequently, this contributes to improve the strength of concrete. An experimental investigation has been carried out to study the combined effect of addition of MSP and CRD on the durability of SCC. Water absorption, water permeability (flow), Ionic flow (Rapid Chloride ion penetrability) tests were conducted to measure the permeability of SCC and the results were compared with the normal concrete made up of river sand (NCRS) and the normal concrete made up of CRD (NCCRD). Test results indicate that the replacement of river sand with MSP and CRD in SCC reduces the permeability and does not affect the compressive strength.
机译:自密实混凝土(SCC)是过去二十年来混凝土技术最重要的进步之一。 SCC的开发旨在通过自固结来确保充分压实,并有助于在拥挤的钢筋和受限区域中放置混凝土。本文旨在重点研究由工业废料制成的自密实混凝土(SCC)的渗透性研究,即来自大理石加工的大理石污泥粉(MSP)和来自石材破碎行业的碎石粉(CRD)。 MSP可用作填料,它有助于减少混凝土中的总空隙含量。因此,这有助于提高混凝土的强度。已经进行了实验研究以研究添加MSP和CRD对SCC的耐久性的联合作用。进行了吸水率,水渗透率(流量),离子流(快速氯离子渗透性)测试,以测量SCC的渗透率,并将结果与​​由河砂组成的普通混凝土(NCRS)和由河砂组成的普通混凝土进行了比较。 CRD(NCCRD)。测试结果表明,在SCC中用MSP和CRD代替河沙会降低渗透率,并且不会影响抗压强度。

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