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Mechanical properties, impact resistance and bond strength of green concrete incorporating waste glass powder and waste fine plastic aggregate

机译:掺杂废玻璃粉末的机械性能,抗冲击性和粘接强度,废料玻璃粉末及废水塑料骨料

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摘要

This research aims to reuse glass and plastic wastes by combining them in concrete to protect the environment and obtain green concrete with acceptable properties. A 15% of waste glass powder was used as a partial substitute for cement, and (10 and 20%) of crushed waste plastic was used as a partial substitute for fine aggregates. From the results, it was found that adding glass alone to concrete improved its properties such as compressive strength, splitting tensile strength, flexural strength, elastic modulus, energy capacity, and bond strength by 3.36%, 14.12%, 1.7%, 6.01%, 52.63%, and 57.32%, respectively compared to reference one. On the other hand, replacing sand with plastic for concrete with 15% glass powder led to some properties of concrete affected in a downwards especially for a 20% replacement like compressive strength, splitting tensile strength, flexural strength, elastic modulus, and bond strength by 38.44%, 5.61%, 22.22%, 18.26%, and 15.6%, respectively. Otherwise, the capability of energy absorption under impact load has been proved by 431.57% for 20% plastic aggregate.
机译:本研究旨在通过将它们混合来保护玻璃和塑料废物来保护环境,并以可接受的特性获得绿色混凝土。将15%的废玻璃粉末用作水泥的部分替代品,并使用(10和20%)粉碎的废物塑料作为细聚集体的部分替代品。从结果中,发现将单独添加玻璃加混凝土改善其性能,如抗压强度,分裂拉伸强度,弯曲强度,弹性模量,能量和粘合强度达3.36%,14.12%,1.7%,6.01%,与参考相比,52.63%和57.32%分别。另一方面,用15%玻璃粉末用塑料用塑料替换沙子导致混凝土的一些性能,尤其是抗压强度的20%,分裂拉伸强度,弯曲强度,弹性模量和粘合强度38.44%,5.61%,22.22%,18.26%和15.6%。否则,在20%塑料聚集体中已经证明了冲击载荷下的能量吸收能力。

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