2023
DOI: 10.3390/min13101291
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Geological and Geomechanical Characterization of Phosphate Mine Waste Rock in View of Their Potential Civil Applications: A Case Study of the Benguerir Mine Site, Morocco

Safa Chlahbi,
Tikou Belem,
Abdellatif Elghali
et al.

Abstract: Sedimentary phosphate extraction in open-pit operations generates large volumes of waste rock (WR), which are mainly overburdens and interburdens. Traditionally, the WR is mixed and stored on the surface in waste rock piles (WRPs). This paper presents a case study of the Benguerir mine site in Morocco. It investigates the potential valorization of each WR lithology based on the geological and geomechanical properties to reduce their environmental footprint and create added value to “waste.” The WR samples (soi… Show more

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Cited by 7 publications
(7 citation statements)
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“…After drying for 2 to 3 days, the excavation of the next meter begins. 4 ⃝ Progress of the excavation of well-1 for the collection of sample 2, noting the details of the installation of the reinforcement mesh. 5 ⃝ Placement of the metallic formwork and pouring of the concrete to support the next excavated meter.…”
Section: Results Of the Sampling Using The Mining Well Methodsmentioning
confidence: 99%
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“…After drying for 2 to 3 days, the excavation of the next meter begins. 4 ⃝ Progress of the excavation of well-1 for the collection of sample 2, noting the details of the installation of the reinforcement mesh. 5 ⃝ Placement of the metallic formwork and pouring of the concrete to support the next excavated meter.…”
Section: Results Of the Sampling Using The Mining Well Methodsmentioning
confidence: 99%
“…To ensure the safety of the operation, the stability analysis of the wells was thoroughly studied to validate the design and progress of the well. The methodology and design of the well digging followed safety ⃝ Fine phosphate, 2 ⃝ Sandy, calcified and calcareous phosphate, 3 ⃝ Calcified indurated phosphate, 4 ⃝ Altered and calcified phosphate, On the other hand, the gravelly part decreases in diameter due to intergranular friction wear and fragmentation due to shocks during the stockpile storage operation. Thus, the fines settle at the place of their production due to lack of inertia and braking due to friction, while the pebbles continue to fall along the 37 • slope (Figure 12) while decreasing in diameter.…”
Section: Conclusion Recommendations and Perspectivesmentioning
confidence: 99%
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