Yeo Jerome Song, Koting Suhana, Onn Chiu Chuen, Radwan Mohammed K H, Cheah Chee Ban, Mo Kim Hung
Centre for Transportation Research, Department of Civil Engineering, Faculty of Engineering, Universiti Malaya, 50603, Kuala Lumpur, Malaysia.
Department of Civil, Environmental and Mining Engineering, Faculty of Engineering, Computing and Mathematical Sciences, University of Western Australia, 35 Stirling Highway, Crawley, WA, 6009, Australia.
Environ Sci Pollut Res Int. 2023 Apr;30(20):58493-58515. doi: 10.1007/s11356-023-26496-2. Epub 2023 Mar 29.
This research incorporates sustainable materials such as ground granulated blast furnace slag (GGBS) and recycled waste glass (RWG) as cement and fine aggregate replacement respectively to produce green dry mix mortar paving blocks. The GGBS and RWG contents in the mortar paving block were optimised using the response surface methodology (RSM), considering the performances of the ultrasonic pulse velocity (UPV), flexural and compressive strengths, water absorption, and Cantabro loss. Life cycle assessment (LCA) was also conducted to evaluate the environmental impact of the optimised green mortar paving blocks. The RSM suggested that the paving block with optimum GGBS and RWG contents of 26.5% and 91.3%, respectively, could exhibit compressive strength of 36.5 MPa, which complied with the requirement for concrete segmental paving units (MA20). Excluding the mixes not fulfilling the MA20 requirement, the mix with 40% GGBS and 100% RWG exhibited the lowest values for the acidification potential (AP), global warming potential (GWP), photochemical oxidation (POCP), abiotic depletion potential for fossil fuel (ADPF), and water scarcity/strength ratio. Whereas, for eutrophication potential (EP) and abiotic depletion for elements (ADP (elements))/strength ratio, the mix with 100% RWG exhibited the lowest value. The optimised mix from RSM showed a similar performance as the two mixes.
本研究采用可持续材料,如粒化高炉矿渣(GGBS)和回收废玻璃(RWG),分别替代水泥和细集料,以生产绿色干混砂浆铺路砖。考虑到超声脉冲速度(UPV)、抗折和抗压强度、吸水率以及坎塔布罗损失等性能,采用响应面法(RSM)对砂浆铺路砖中的GGBS和RWG含量进行了优化。还进行了生命周期评估(LCA),以评估优化后的绿色砂浆铺路砖对环境的影响。RSM表明,GGBS和RWG含量分别为26.5%和91.3%的最佳铺路砖抗压强度可达36.5MPa,符合混凝土砌块铺路单元(MA20)的要求。排除不符合MA20要求的混合料后,40%GGBS和100%RWG的混合料在酸化潜势(AP)、全球变暖潜势(GWP)、光化学氧化(POCP)、化石燃料非生物枯竭潜势(ADPF)和缺水/强度比方面表现出最低值。而对于富营养化潜势(EP)和元素非生物枯竭(ADP(元素))/强度比,100%RWG的混合料表现出最低值。RSM优化后的混合料与另外两种混合料表现出相似的性能。