Effect of lime kiln dust as an alternative binder in the stabilization of construction and demolition materials

被引:60
作者
Arulrajah, Arul [1 ]
Mohammadinia, Alireza [2 ]
D'Amico, Angelo [3 ,4 ]
Horpibulsuk, Suksun [5 ,6 ,7 ]
机构
[1] Swinburne Univ Technol, Dept Civil & Construct Engn, Hawthorn, Vic 3122, Australia
[2] Univ Melbourne, Dept Infrastruct Engn, Melbourne, Vic 3010, Australia
[3] Montdami Construct Pty Ltd, Dandenong South, Vic 3175, Australia
[4] Ret Pipelines Pty Ltd, Dandenong South, Vic 3175, Australia
[5] Suranaree Univ Technol, Sch Civil Engn, Nakhon Ratchasima 30000, Thailand
[6] Suranaree Univ Technol, Ctr Excellence Innovat Sustainable Infrastruct, Nakhon Ratchasima 30000, Thailand
[7] Swinburne Univ Technol, Dept Civil & Construct Engn, Melbourne, Vic 3122, Australia
关键词
Lime kiln dust; Fly ash; Stabilization; Demolition; Recycling; TUNNELS; SLAG;
D O I
10.1016/j.conbuildmat.2017.07.070
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Lime kiln dust (LKD) is the by-product powder collected from the downstream process of quick lime production. The LKD powder collected at the kilns of quick lime production plants has a high calcium content that in reality deems it to be suitable for utilization in stabilization activities to replace carbon intensive binders, such as Portland cement. Low calcium class F fly ash (FA) is the by-product of coal fired power stations that in combination, can potentially supplement the lack of silica in LKD. In this study, different combinations of LKD and FA were used as alternative binders to stabilize construction and demolition (C&D) materials. This approach was used to seek a solution to improve the strength and durability of recycled C&D wastes stabilized using an industrial by-product (LKD) and redirect them from current stockpiles accumulating in landfills. This sustainable approach not only reduces the negative environmental impacts associated with landfilling wastes, but also reduces the overall carbon emissions generated by the manufacturing of Portland cement. An extensive laboratory investigation was performed to characterize the stabilized C&D aggregates with combinations of LKD and FA. The stabilization process with LKD and FA was found to improve the load bearing capability of the soil matrix by increasing the contact area between aggregates by the cementitious products. The C&D aggregates stabilized with LKD and FA were found to be a viable solution for infrastructure applications. The combination of C&D + 20% LKD + 10% FA was found to be the optimum in terms of strength and resilient behavior. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:999 / 1007
页数:9
相关论文
共 42 条
[1]  
AASHTO, 2007, AASHTO T307-99
[2]   Abatement of acid mine drainage using industrial waste products [J].
Amde, Amde M. ;
Dinku, Abebe ;
Davies, Omar .
ADVANCES IN CONSTRUCTION MATERIALS 2007, 2007, :653-+
[3]  
[Anonymous], 2004, US GEOL SURV OPEN FI
[4]  
[Anonymous], 2009, 12893612009 AS
[5]  
[Anonymous], ENV EARTH SCI
[6]  
[Anonymous], 2009, 13320 BS ISO
[7]  
[Anonymous], 2016, F2024 ASTM INT
[8]  
[Anonymous], 2003, KILN DUST STABILIZAT
[9]  
[Anonymous], 2000, Method for Sampling and Testing Aggregates, Method 5: Particle Density and Water Absorption of Fine Aggregate
[10]  
[Anonymous], 2007, D42263 ASTM INT