Determination of Mechanical Properties of Marble Cement Mortar Using Pozzolanic Material

Suleman Khan, M. Khan, M. Asif, Ahtasham Rahim
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Abstract

In the marble production, huge quantity of marble is lost in the pattern of strange blocks of varying dimensions and dirt containing water and fine particles. When dry, the effluent turns into powder. Both mud and powder have negative impact on the surrounding. This experimentation focuses on the beneficial use of waste marble dust (WMD) to convert it into a valued binding material. To accomplish the objective, WMP and clay were gathered and tested to achieve their physical and chemical properties. A blend of WMP and clay was put together and burned at 1300oC. The burnt mixture was powdered to obtain marble cement (MC). The chemical formulation shows that MC contains 52.5% calcium silicate (C2S), 3.5% tricalcium silicate (C3S) and 23% free lime. The marble cement was then incorporated in mortar with various proportions of blast furnace slag 20%, 30% and 40%. The compressive and flexural strengths of mortar cubes and prisms were examined. Aside from this, X-ray diffraction (XRD) analysis and thermogravimetric analysis (TGA) were also carried out. The compressive strength of MC mortar at 28 days is 156.12 psi is comparison to 885.27 psi of normal cement mortar, which is 82% less. Likewise, 91 and 182 days later, the compressive strength of MC mortar is 77% and 62% lesser than normal cement mortar. The addition of various proportions of blast furnace slag (20%, 30%, 40%) as marble cement replacement in MC mortar increased its compressive strength at all curing periods. The highest increment in compressive strength was observed in 40% blast furnace slag substituted mortar (B40) at 182 days curing. The similar strength development pattern was observed in case of flexural strength as well. Keywords— Marble Powder; Binding Material; Cement; Blast Furnace Slag; Mortar; Mechanical Properties.
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火山灰材料大理岩水泥砂浆力学性能的测定
在大理石生产中,大量的大理石在各种尺寸的奇怪块状和含有水和细颗粒的污垢中丢失。干燥后,流出物变成粉末。泥浆和粉末对周围环境都有负面影响。本实验的重点是利用废大理石粉尘(WMD)将其转化为一种有价值的粘合材料。为了实现这一目标,收集了WMP和粘土,并对其进行了物理和化学性能测试。WMP和粘土的混合物放在一起,在1300℃下燃烧。将燃烧后的混合物粉末状制成大理石水泥(MC)。化学配方表明,MC含有52.5%的硅酸钙(C2S)、3.5%的硅酸三钙(C3S)和23%的游离石灰。将大理岩水泥掺入高炉矿渣掺量为20%、30%、40%的砂浆中。测试了砂浆立方体和棱镜的抗压和抗弯强度。除此之外,还进行了x射线衍射(XRD)分析和热重分析(TGA)。MC砂浆28天抗压强度为156.12 psi,比普通水泥砂浆的885.27 psi低82%。同样,91天和182天后,MC砂浆的抗压强度分别比普通水泥砂浆低77%和62%。在MC砂浆中加入不同比例的高炉矿渣(20%、30%、40%)替代大理岩水泥,使MC砂浆在各龄期的抗压强度均有所提高。40%高炉矿渣替代砂浆(B40)在182天养护时抗压强度增幅最大。在抗弯强度的情况下也观察到类似的强度发展模式。关键词:大理石粉;绑定材料;水泥;高炉渣;砂浆;机械性能。
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