Mechanical Properties, Failure Modes, and Damage Development of Stratified Cemented Tailings Backfill under Uniaxial Compression

IF 2.2 4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS
Minerals Pub Date : 2024-09-06 DOI:10.3390/min14090917
Wenbin Xu, Yalun Zhang, Wei Chen, Tong Sun, Yilin Sang
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Abstract

Layered cemented filling leads to a layered composite structure of cemented tailings backfill (CTB) composed of high-strength top and bottom layers, as well as a low-strength middle layer. To solve the problem of the low mechanical properties of the middle layer caused by layered filling, this study proposes the concept of an enhance layer, that is, an enhance layer is added to the middle weak layer to improve its overall mechanical properties. To explore the characteristics of strength, failure modes, energy dissipation, and progressive damage of stratified cemented tailings backfill (SCTB) with varying layered structures, the uniaxial compressive tests of SCTB specimens with enhance layers c/t of 1:15, 1:10, and 1:6, as well as height proportions of 0.1, 0.2, and 0.3, are examined. The results show that the elastic modulus and uniaxial compressive strength (UCS) of SCTB samples increase with the height ratio and cement-to-tailings ratio of the enhance layer. The elastic modulus and strength of SCTB specimens is more sensitive to the height ratio of the enhance layer than the c/t ratio. Moreover, the SCTB specimens mainly manifested as tensile failure of the upper layer and lower layer, but they did not penetrate the entire specimen. The propagation of cracks is limited by the addition of the enhance layer. The SCTB specimens have stronger plastic deformation ability, and a large part of the all-strain energy is dissipated in the shape of plastic failure. In addition, a constitutive model for damage in SCTB samples has been developed. The SCTB samples with a reasonable structure can also achieve sufficient strength compared to directly increasing the c/t ratio of CTB specimens while reducing the cost of cemented tailings backfill preparation. This approach reduces the carbon footprint of the mining industry and improved the overall mechanical properties and stability of the stratified cemented tailings backfill. This study provides a new approach for high-stage subsequent stope backfilling. The findings will offer guidance for the design of a layered filling mining method.
单轴压缩下分层固结尾矿回填的力学特性、失效模式和损伤发展
分层固结充填导致了固结尾矿回填(CTB)的分层复合结构,由高强度的顶层和底层以及低强度的中间层组成。为了解决分层填筑造成的中间层力学性能低的问题,本研究提出了增强层的概念,即在中间薄弱层上添加增强层,以提高其整体力学性能。为了探索不同分层结构的分层固结尾矿回填(SCTB)的强度、破坏模式、能量耗散和渐进破坏特性,研究了增强层 c/t 为 1:15、1:10 和 1:6,高度比例为 0.1、0.2 和 0.3 的 SCTB 试样的单轴抗压试验。结果表明,SCTB 样品的弹性模量和单轴抗压强度(UCS)随增强层的高度比和水泥-尾料比的增加而增加。SCTB 试样的弹性模量和强度对增强层的高度比比水泥-尾砂比更敏感。此外,SCTB 试样主要表现为上层和下层的拉伸破坏,但并没有贯穿整个试样。裂纹的扩展受到了增强层的限制。SCTB 试样具有更强的塑性变形能力,很大一部分全应变能量以塑性破坏的形式耗散。此外,还建立了 SCTB 试样的损伤构成模型。与直接提高 CTB 试样的 c/t 比相比,结构合理的 SCTB 试样也能获得足够的强度,同时降低固结尾矿回填的制备成本。这种方法既减少了采矿业的碳足迹,又提高了分层固结尾矿回填的整体力学性能和稳定性。这项研究为高阶段后续巷道回填提供了一种新方法。研究结果将为分层充填采矿方法的设计提供指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Minerals
Minerals MINERALOGY-MINING & MINERAL PROCESSING
CiteScore
4.10
自引率
20.00%
发文量
1351
审稿时长
19.04 days
期刊介绍: Minerals (ISSN 2075-163X) is an international open access journal that covers the broad field of mineralogy, economic mineral resources, mineral exploration, innovative mining techniques and advances in mineral processing. It publishes reviews, regular research papers and short notes. Our aim is to encourage scientists to publish their experimental and theoretical results in as much detail as possible. There is no restriction on the length of the papers. The full experimental details must be provided so that the results can be reproduced.
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