Innovative use of copper mine tailing as an additive in cement mortar

被引:29
作者
Arunachalam, Krishna Prakash [1 ]
Avudaiappan, Siva [2 ,3 ,4 ]
Maureira, Nelson [5 ]
Garcia Filho, Fabio Da Costa [6 ]
Monteiro, Sergio Neves [6 ]
Batista, Isabela Devesa [7 ]
de Azevedo, Afonso R. G. [8 ]
机构
[1] Anna Univ, Univ Coll Engn Nagercoil, Dept Civil Engn, Chennai, India
[2] Univ Concepcion, Dept Ingn Civil, Concepcion, Chile
[3] Pontificia Univ Catolica Chile, Ctr Nacl Excelencia Ind Madera CENAMAD, Ave Vicuna Mackenna 4860, Santiago 7820436, Chile
[4] SIMATS, Saveetha Dent Coll & Hosp, Dept Physiol, Chennai 600077, India
[5] Univ Catolica Santisima Concepcion, Fac Ingn, Dept Ingn Civil, Concepcion, Chile
[6] IME Mil Inst Engn, Dept Mat Sci, Sq Gen Tiburcio 80, BR-22290270 Rio De Janeiro, Brazil
[7] UENF State Univ Northern Rio De Janeiro, LAMAV Adv Mat Lab, Ave Alberto Lamego 2000, BR-28013602 Campos Dos Goytacazes, Brazil
[8] UENF State Univ Northern Rio De Janeiro, LECIV Civil Engn Lab, Ave Alberto Lamego 2000, BR-28013602 Campos Dos Goytacazes, Brazil
来源
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T | 2023年 / 25卷
关键词
Cement; Copper tailing; Ultrasonic pulse velocity; Sorptivity; ARC FURNACE DUST; COMPRESSIVE STRENGTH; PORTLAND-CEMENT; DURABILITY CHARACTERISTICS; MECHANICAL-PROPERTIES; HIGH-VOLUME; FLY-ASH; CONCRETE; PERFORMANCE; WASTE;
D O I
10.1016/j.jmrt.2023.06.066
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This research assesses the feasibility of recycling copper mine tailings (CMT) by analyzing the durability and mechanical characteristics of cement mortar using these tailings as filler additives. CMT are mineral wastes generated during the process of mining. In this work, specimens of cement mortar were incorporated with up to 30 wt.% of a CMT. Bulk density, dynamic modulus of elasticity, apparent density, ultrasonic pulse velocity, flexural and compressive strengths tests were evaluated. Total amount of voids, sorptivity, water ab-sorption and chemical resistance tests were also obtained to evaluate the mortar durability. When 10 wt.% CMT was incorporated, overall amount of voids in the mortar was reduced by 20% and mechanical performance was improved by 16% after 28 days. The flexural strength of the mortar was also found to increase, with the 20% wt.% CMT mortar incorporation reaching a flexural strength of 5.89 MPa. Thus represents 16% increase compared to the control 0% CMT strength. The results indicated that there was not a perfect correlation be-tween these results and the mechanical strength results for the 15 and 20 wt.% CMT mortars. In addition, the CMT acts as a protective barrier against harmful chemicals. The results of this research indicate that reusing CMT by incorporating into cement mortar is a feasible method for their recycling. Mortar made with as much as 15 wt.% CMT presented the same strength and durability as mortar with traditional sand and cement. (c) 2023 Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:2261 / 2274
页数:14
相关论文
共 85 条
[81]   Strength and durability characteristics of copper tailing concrete [J].
Thomas, Blessen Skariah ;
Damare, Alok ;
Gupta, R. C. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 48 :894-900
[82]   Comparing a natural pozzolan, zeolite, to metakaolin and silica fume in terms of their effect on the durability characteristics of concrete: A laboratory study [J].
Valipour, Mahdi ;
Pargar, Farhad ;
Shekarchi, Mohammad ;
Khani, Sara .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 41 :879-888
[83]   Development of a new supplementary cementitious material from the activation of copper tailings: Mechanical performance and analysis of factors [J].
Vargas, Felipe ;
Lopez, Mauricio .
JOURNAL OF CLEANER PRODUCTION, 2018, 182 :427-436
[84]   Effects of aluminates on the formation of geopolymers [J].
Weng, LQ ;
Sagoe-Crentsil, K ;
Brown, T ;
Song, SH .
MATERIALS SCIENCE AND ENGINEERING B-SOLID STATE MATERIALS FOR ADVANCED TECHNOLOGY, 2005, 117 (02) :163-168
[85]   Autoclaved brick from low-silicon tailings [J].
Zhao Feng-qing ;
Zhao Jing ;
Liu Hong-jie .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) :538-541