Cemented Mine Waste Backfill: Experiment and Modelling: 2nd Edition

A special issue of Minerals (ISSN 2075-163X).

Deadline for manuscript submissions: 17 January 2025 | Viewed by 147

Special Issue Editors


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Guest Editor
Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China
Interests: cemented tailings backfill; alternative binder for mine backfill; mine waste management; recycling and utilization of mine waste
Special Issues, Collections and Topics in MDPI journals
School of Mines, China University of Mining and Technology, Xuzhou 221116, China
Interests: backfill mining; cemented paste backfill materials; mine solid waste utilization and management
Special Issues, Collections and Topics in MDPI journals
Department of Civil Engineering, Lakehead University, Thunder Bay, ON P7B 5E1, Canada
Interests: multiscale and multiphysics processes in porous media and engineering application; cemented paste backfill technology/mine waste management; fracture initiation and propagation in porous media
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China
Interests: cemented paste backfill technology; mine waste management; mechanical behavior and deformation failure characteristics of cemented tailings backfill
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Cemented mine waste backfill (CMWR) technology, which is essentially an engineered mix of aggregates (e.g., tailings and waste rock), hydraulic binder, and water, has become a fundamental component of operations in underground mines worldwide. The potential benefits of using CMWR technology include reduced environmental footprint, increased resource recovery, improved underground work environment, and lowered costs of waste rock disposal and land rehabilitation.

Physico-chemical characteristics of material components, including aggregates, binder, and water, prominently affect the engineering performance of CMWR. The prepared CMWR mixture is usually delivered into underground mined-out voids by a pump and/or gravity through the pipelines. The flow behavior of the CMWR mixture in pipelines is entirely governed by its rheological properties. Meanwhile, the evolutive mechanical behaviors and properties after placement dominate the in-stope engineering performance of CMWR mass under complex field-loading conditions. A reliable ground support role played by CMWR structures is able to shorten mining cycles, improve the security of underground mining operations, and increase the economic benefits for the mining industry. Moreover, the oxidation of the backfill may release heavy-metal pollutants and produce secondary mineral precipitates that are more soluble than the original minerals. Hence, the potential for groundwater contamination by the mine backfill should be carefully evaluated as well.

To promote the development of CMWR technology with desired material properties and engineering performance, a thorough understanding of the behavior of CMWR is crucially needed. This Special Issue offers an opportunity for authors to share their latest experimental and modeling results associated with CMWR technology.

Dr. Haiqiang Jiang
Dr. Nan Zhou
Dr. Liang Cui
Dr. Xiwei Zhang
Guest Editors

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Keywords

  • cemented mine waste backfill
  • sustainable reuse of mine wastes
  • material characterization
  • alternative binder materials
  • mix proportion design
  • in situ measurement
  • environmental performance
  • mathematical modeling and numerical simulation

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Published Papers (1 paper)

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Research

24 pages, 3322 KiB  
Article
Experimental Investigation on Hydrophobic Alteration of Mining Solid Waste Backfill Material
by Zhiyang Zhao, Liqiang Ma, Ichhuy Ngo, Kunpeng Yu, Yujun Xu, Jiangtao Zhai, Qiangqiang Gao, Chengkun Peng, Dangliang Wang, Saad S. Alarifi and Mahabub Hasan Sajib
Minerals 2024, 14(6), 580; https://0-doi-org.brum.beds.ac.uk/10.3390/min14060580 - 30 May 2024
Abstract
Abstract: To address the issues of corrosion weakening of solid-waste-based backfill material caused by mine water, a novel hydrophobic solid waste backfill (HSBF) material was developed using polydimethylsiloxane (PDMS) and a silane coupling agent (SCA) as hydrophobic modification additives, and NaOH (SH) and [...] Read more.
Abstract: To address the issues of corrosion weakening of solid-waste-based backfill material caused by mine water, a novel hydrophobic solid waste backfill (HSBF) material was developed using polydimethylsiloxane (PDMS) and a silane coupling agent (SCA) as hydrophobic modification additives, and NaOH (SH) and sodium silicate (SS) as alkali activators. Fly ash and slag were chosen as the primary raw solid waste materials. The rheological properties of the hydrophobic-treated backfill slurries were measured, and the resulting physicochemical properties were compared with the unmodified reference group. This study reveals that the fresh HSBF slurry follows a Modified Bingham (M-B) model with shear-thinning characteristics. The addition of PDMS causes an increase in the water contact angle of the hardened HSBF material with F8S2 to up to 134.9°, indicating high hydrophobicity. Morphological observations indicated that PDMS mainly attaches to the inorganic particles’ surface through the bridging action of SCA for the hydrophobic modification of the backfill material. The overall strength of the HSBF materials was further ensured via fly ash–slag ratio optimization, and was found to be enhanced up to 98% by increasing slag content from 20% to 50%. This is mainly attributed to the hydration of slag, forming C-S(A)-H gel, which contributes to the increased strength. The novel HSBF material enables the elimination of cement in mine backfilling applications, demonstrating good economic benefits. Its excellent mechanical and hydrophobic properties can not only prevent overburden displacement in goaf areas, but can also mitigate water resource loss from overlying strata and simultaneously reduce the safety risks associated with long-term mine water deterioration. Full article
(This article belongs to the Special Issue Cemented Mine Waste Backfill: Experiment and Modelling: 2nd Edition)
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