Engineering Properties of Lightweight Mortars Containing Wood Waste Particles

N. Kockal, erdem camurlu
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Abstract

Utilization of wood waste particles (WWP) is important for environmental and economic concern. This study focuses on the behavior of mortars having WWP with various amounts. Incorporation of WWP brings about the advantages such as decrease in the mass and cost of the mortar. In the present study, the proportions of the wood waste particles replacing the crushed sand in the mortars by volume were 0, 10, 20, 30 and 40 %. Physical, mechanical and capillary absorption properties have been investigated. In addition, microstructure of the mortars has been examined with optical microscope. As compared to control specimen, dry bulk density decreased from 2.2 to 1.5 kg/m3, apparent porosity increased about 2 folds, and water absorption increased about 4 folds, for sample in which 40 % of crushed sand was replaced with WWP. Mechanical values reduced with increasing WWP amount. On the other hand, during compressive and flexural strength tests, samples containing WWP presented a gradual decrease in strength, thus they exhibited a more ductile behavior.
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含木屑颗粒轻质砂浆的工程性能
木材废料颗粒的利用具有重要的环境和经济意义。本文主要研究了不同WWP用量的砂浆的性能。掺入水泥浆具有降低砂浆质量、降低成本等优点。在本研究中,废木屑颗粒替代砂浆中破碎砂的体积比例分别为0、10、20、30和40%。研究了其物理、力学和毛细吸收性能。此外,用光学显微镜对砂浆的微观结构进行了观察。与对照试样相比,用WWP替代40%碎砂后,干容重由2.2 kg/m3降低至1.5 kg/m3,表观孔隙率增加约2倍,吸水率增加约4倍。力学值随水处理量的增加而降低。另一方面,在抗压和抗弯强度试验中,含有WWP的样品强度逐渐降低,因此表现出更强的延性。
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