Monitoring of barricade pressure during the entire backfilling process for a high iron mine stope
Source abstract
Abstract
The stability of the backfill barricade is an important foundation for safe mining production. The backfill material is transported to the underground mined-out area. During the backfilling process, it is difficult to directly monitor the curing process of backfill body and its lateral load on barricades. This severely affects the accurate formulation of the mining and backfilling strategy as well as effective control of associated costs. In order to investigate the change law of pressure on barricade, a continuous monitoring experiment was conducted by installing pressure sensors inside the barricade. The results indicated that the pressure on barricade showed an initial increase followed by a subsequent decrease and eventual convergence towards zero with the increase in backfill height and curing time. A barricade pressure prediction model was established for discontinuous backfilling conditions using a fitting method that characterizes the relationship between backfill height and barricade pressure through a Gaussian function. Finally, from both on-site monitoring and theoretical analysis, it was jointly demonstrated that the continuous filling of Luohe iron ore mine quarry has safety and feasibility.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Tailings Management and Properties · Rock Mechanics and Modeling · Geomechanics and Mining Engineering
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (34)
Show source-provided references
1. Numerical analysis of the hydraulic and mechanical behavior of in situ cemented paste backfill10.1007/s10706-020-01333-2 ↗
2. Monitoring of in-situ properties for cemented tailings backfill that under drainage condition10.1016/j.conbuildmat.2022.129254 ↗
3. Thermo-chemo-mechanical cohesive zone model for cemented paste backfill-rock interface10.1016/j.engfracmech.2021.107546 ↗
4. Influence of time and temperature on rheology and flow performance of cemented paste backfill10.1016/j.conbuildmat.2019.117117 ↗
5. A numerical study into factors affecting stress and pore pressure in free draining mine stopes10.1016/j.compgeo.2014.10.001 ↗
6. Analytical assessment of internal stress in cemented paste backfill
7. Investigation of backfilling step effects on stope stability10.3390/mining1020010 ↗
8. Stiffness determination of backfill-rock interface to numerically investigate backfill stress distributions in mine stopes
9. Mechanics and safety issues in tailing-based backfill: a review10.1007/s12613-020-2004-5 ↗
10. Numerical modeling of cemented mine backfill deposition10.1061/(ASCE)1090-0241(2007)133:10(1308) ↗
11. Geotechnical considerations in mine backfilling in Australia
12. Permeability of hydraulic fills and barricade bricks10.1007/s10706-005-2132-8 ↗
13. Flow rate computations in hydraulic fill mine stopes10.1007/s40098-013-0043-9 ↗
14. Safety of barricades in cemented paste-backfilled stopes10.1007/s12613-020-2006-3 ↗
15. Horizontal pressure on barricades for backfilled stopes. Part II: Submerged conditions10.1139/T08-105 ↗
16. Horizontal pressure on barricades for backfilled stopes. Part I: fully drained conditions10.1139/T08-104 ↗
17. Total and effective stresses in backfilled stopes during the fill placement on a pervious base for barricade design
18. Investigation of the short-term stress distribution in stopes and drifts backfilled with cemented paste backfill10.1016/j.ijmst.2015.07.004 ↗
19. Mechanical response of barricade to coupled THMC behavior of cemented paste backfill10.1186/s40069-020-00413-0 ↗
20. Behavior of cemented paste backfill in two mine stopes: measurements and modeling10.1061/(ASCE)GT.1943-5606.0000418 ↗
21. Effect of drainage and consolidation on the pore water pressures and total stresses within backfilled stopes and on barricades10.1155/2019/1802130 ↗
22. Composite paste barricade performance at Goldcorp Inc. Red Lake Mine, Ontario, Canada10.1080/17480930903016260 ↗
23. In situ measurements of cemented paste backfill at the Cayeli Mine10.1139/t2012-040 ↗
24. Experimental study of the “short-term” pressures of uncemented paste backfill with different solid contents for barricade design10.1016/j.jclepro.2020.123068 ↗
25. Experimental tests on a small-scale model of a mine stope to study the behavior of waste rock barricades during backfilling
26. Limit equilibrium analysis for the design of backfilled stope barricades made of waste rock10.1139/t11-063 ↗
27. Stability analyses of waste rock barricades designed to retain paste backfill10.1061/(ASCE)GM.1943-5622.0000740 ↗
28. Analytical solutions for the design of shotcreted waste rock barricades to retain slurried paste backfill10.1016/j.conbuildmat.2021.124626 ↗
29. An update of the 3D analytical solution for the design of barricades made of waste rocks10.1016/j.ijrmms.2022.105176 ↗
30. Practical research on filling retaining wall of light steel structure in Baoshan mining
31. Internal strain evolution test of cemented backfill based on OFDR technology
32. L. Jing, Study on the rules of tailings filling retaining wall, Shandong University of Technology, Zibo, 2017.
33. J. Huang, Filling retaining wall strength model and application, Kunming University of Science and Technology, Kunming, 2014.
34. Required plug strength for continuously poured cemented paste backfill in longhole stopes10.3390/mining1010006 ↗