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Impact on mechanical properties of cement sand mortar containing waste granite powder

机译:废花岗岩粉对水泥砂浆力学性能的影响

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摘要

Solid waste management is a global challenge. Slurry generated from granite processing industries is one of the major sources of total solid waste production. This paper reports the feasibility of utilizing waste generated from cutting and finishing of granite blocks as a replacement of fine aggregate in mortar mixes. With this in mind, fine aggregate in cement mortar mixes was replaced by waste granite powder in the range of 30-40% by volume. Workability, compressive strength, tensile bond strength, adhesive strength, water absorption, drying shrinkage and ultra-sonic pulse velocity, dynamic modulus of elasticity of all the mortar mixes were studied. It was observed that water requirement reduces by 7 and 3% at 30 and 40% by volume replacement respectively in blended mortars. This lesser water content for the same amount of workability has helped in improving other mechanical properties of such mortars. Compressive strength, tensile bond strength and adhesive strength were increased by 4%, 23% and 23% respectively as compared to those of control mortar in 1:4 mix proportion. Drying shrinkage for blended mortars was comparable to that of the control one. Substitution by waste granite powder also increased the volume of hydrated cement which was confirmed by Fourier-transform infrared spectroscopy (FTIR) and X-ray diffraction (XRD) techniques. Hence it is concluded that such blended mortars perform better than conventional ones and therefore can be safely used for masonry and plaster work. (C) 2018 Elsevier Ltd. All rights reserved.
机译:固体废物管理是一项全球性挑战。花岗岩加工业产生的泥浆是固体废物总产量的主要来源之一。本文报道了利用花岗岩块切割和精加工产生的废料代替砂浆混合物中的细骨料的可行性。考虑到这一点,水泥砂浆混合物中的细骨料被30-40%(体积)的废花岗岩粉代替。研究了所有砂浆混合物的可加工性,抗压强度,拉伸粘结强度,粘合强度,吸水率,干燥收缩率和超声波脉冲速度,动态弹性模量。观察到,在混合砂浆中,按体积替换量分别为30%和40%时,需水量分别减少了7%和3%。在相同的可加工性下,较低的水含量有助于改善此类砂浆的其他机械性能。与对照砂浆按1:4的混合比例相比,抗压强度,拉伸粘结强度和粘合强度分别提高了4%,23%和23%。混合砂浆的干燥收缩率与对照砂浆的干燥收缩率相当。废花岗岩粉的替代也增加了水合水泥的体积,这已通过傅里叶变换红外光谱(FTIR)和X射线衍射(XRD)技术得到证实。因此可以得出结论,这种混合砂浆的性能比常规砂浆好,因此可以安全地用于砌体和灰泥工程。 (C)2018 Elsevier Ltd.保留所有权利。

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