三元水泥混合料胶结膏体充填体强度及吸力发展

IF 1.1 4区 工程技术 Q3 ENGINEERING, CIVIL Canadian Journal of Civil Engineering Pub Date : 2023-09-20 DOI:10.1139/cjce-2023-0020
Aparna Sagade, Mamadou Fall, Zubaida Al-moselly
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引用次数: 1

摘要

研究了不同配比的I型硅酸盐水泥(PCI)、矿渣和石灰石粉(LS)三元粘结剂对水泥膏体回填体(CPB)吸力发展和机械强度的影响。对CPB进行了力学测试、微观结构分析(热重分析(TG/DTG)和压汞孔隙度分析)和监测(吸力、电导率和温度)实验。在本研究的第一部分中,研究了两种不同PCI:矿渣比50:50和80:20的二元粘结剂,不含矿渣,然后在水泥含量不变的情况下,将矿渣的重量百分比从总粘结剂的0%增加到20%。结果表明:在高含渣量(50 wt.%)的二元试样中,缓慢的矿渣水化动力学降低了试样年轻时的吸力和强度增益率;然而,其潜在的水力和火山灰特性在28天以后增强了强度增益。在三元粘结剂体系中添加5% wt.% LS和10% wt.% LS,与含渣和不含LS的二元对照试样相比,CPB的早期时效强度分别提高了7天和1天。虽然在三元粘结剂中添加10%的LS可以提高吸力发展速度,并在早期增加吸力,但超过10%的LS在所有龄期的力学性能都略有下降。综上所述,以高达50% wt.%的矿渣和高达10% wt.%的LS和水泥作为三元粘结剂,可以提高所研究的CPB的早期强度和吸力发展速度,而在后期抗压强度没有明显损失。本研究结果可以通过使用三元粘结剂替代水泥对采矿业有很大的好处,可以提高CPB系统的整体性能,促进更具可持续性的CPB设计,改善尾矿管理实践和整体经济。
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Strength and suction development of cemented paste backfill with ternary cement blends
In this paper, the effect of ternary binder containing Portland cement type I (PCI), slag, and limestone (LS) powder in varying proportions on the suction development and the mechanical strength of cemented paste backfill (CPB) was investigated. Mechanical tests, microstructural analyses (thermo-gravimetry analysis (TG/DTG) and mercury intrusion porosimetry), and monitoring (suction, electrical conductivity, and temperature) experiments were conducted on CPB. In the first part of this study, binary binders with two different PCI:slag proportions, 50:50 and 80:20, were examined with no LS, followed by the slag replacement with increasing weight percentages of LS from 0% to 20% by weight of the total binder, with constant cement content. The results indicate that the slow slag hydration kinetics decreased the suction and strength gain rate at a young age in the binary sample with high slag content (50 wt.%); however, its latent hydraulic and pozzolanic properties enhanced the strength gain at a later age, from 28 days. The addition of 5 wt.% and 10 wt.% LS to the ternary binder system improved the early age strength of CPB up to 7 days and 1 day, respectively, compared with the binary control samples, i.e., CPB with slag and without LS. While the addition of up to 10% LS to the ternary binder improved the rate of suction development and increased suction at early ages, beyond 10%, the addition of LS slightly decreased mechanical performance at all ages. Overall, the results obtained reveal that up to 50 wt.% slag with up to 10 wt.% LS with cement could be used as a ternary binder to improve the early age strength and suction development rate of CPB studied without significant loss in compressive strength at advanced ages. The results of this research could be of great benefit to the mining industry through the use of a ternary binder to replace cement, which could improve the overall performance of the CPB system, facilitate a more sustainable CPB design, and improve tailings management practices and overall economics.
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来源期刊
Canadian Journal of Civil Engineering
Canadian Journal of Civil Engineering 工程技术-工程:土木
CiteScore
3.00
自引率
7.10%
发文量
105
审稿时长
14 months
期刊介绍: The Canadian Journal of Civil Engineering is the official journal of the Canadian Society for Civil Engineering. It contains articles on environmental engineering, hydrotechnical engineering, structural engineering, construction engineering, engineering mechanics, engineering materials, and history of civil engineering. Contributors include recognized researchers and practitioners in industry, government, and academia. New developments in engineering design and construction are also featured.
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