Hameed Rashid, Tahir Muhammad, Abbas Safeer, Sheikh Haseeb Ullah, Kazmi Syed Minhaj Saleem, Munir Muhammad Junaid
Civil Engineering Department, University of Engineering and Technology, Lahore 54890, Pakistan.
Department of Civil Engineering, University of Engineering & Technology Lahore, Narowal Campus, Narowal 51601, Pakistan.
Materials (Basel). 2024 Mar 29;17(7):1571. doi: 10.3390/ma17071571.
The recycling of construction and demolition waste (CDW) for the extraction of recycled concrete aggregates (RCAs) to be used to produce recycled aggregate concrete (RAC) is widely acknowledged internationally. However, CDW not only contains concrete debris but may also contain burnt clay bricks. The recycling of such CDW without the segregation of different components would result in recycled aggregates having different proportions of concrete and brick aggregates. The utilization of these aggregates in concrete requires a detailed investigation of their mechanical and durability properties. In this regard, the present study focused on investigating the mechanical and durability properties of hybrid recycled aggregate concrete (HRAC) made by the 100% replacing of natural aggregates with recycled brick (RBAs) and RCA in hybrid form. The partial replacement of cement with fly ash was also considered to reduce the corban footprint of concrete. An extensive experimental program was designed and carried out in two phases. In the first phase, a total of 48 concrete mixes containing coarse RBA and RCA in mono and hybrid forms were prepared and tested for their compressive strength. The test results indicated that the compressive strength of HRAC is greatly affected by the proportion of coarse RBA and RCA. In the second phase, based on the results of the first phase, eight concrete mixes with the most critical proportions of RBA and RCA in hybrid form were selected to evaluate their mechanical and durability performance. In addition, four mixes with natural aggregates were also prepared for comparison purposes. To evaluate the mechanical properties of the concrete mixes, compressive strength and modulus of rupture (MOR) tests were performed, while for the evaluation of durability properties, water absorption and behavior after exposure to aggressive conditions of acidic and brine solutions were studied. The results revealed that a 20% replacement of cement with fly ash resulted in acceptable mechanical and durability properties of HRAC intended to be used for making concrete bricks or pavers.
建筑与拆除废物(CDW)回收利用以提取再生混凝土骨料(RCA)用于生产再生骨料混凝土(RAC)在国际上已得到广泛认可。然而,CDW不仅包含混凝土碎片,还可能包含烧粘土砖。在未对不同成分进行分离的情况下回收此类CDW,会导致再生骨料中混凝土和砖骨料的比例不同。在混凝土中使用这些骨料需要对其力学性能和耐久性进行详细研究。在这方面,本研究重点调查了混合再生骨料混凝土(HRAC)的力学性能和耐久性,该混凝土由再生砖(RBA)和RCA以混合形式100%替代天然骨料制成。还考虑了用粉煤灰部分替代水泥以减少混凝土的碳足迹。设计并分两个阶段开展了广泛的试验计划。在第一阶段,共制备了48种含有单一和混合形式粗RBA和RCA的混凝土混合物,并对其抗压强度进行了测试。试验结果表明,HRAC的抗压强度受粗RBA和RCA比例的显著影响。在第二阶段,根据第一阶段的结果,选择了8种具有最关键混合比例的RBA和RCA的混凝土混合物,以评估其力学性能和耐久性。此外,还制备了4种含有天然骨料的混合物用于比较。为评估混凝土混合物的力学性能,进行了抗压强度和抗折强度(MOR)试验,而对于耐久性评估,研究了吸水率以及在酸性和盐水溶液侵蚀条件下的性能。结果表明,用粉煤灰替代20%的水泥可使HRAC具有可接受的力学性能和耐久性,适用于制造混凝土砖或铺路砖。