Limitations of Fragmentation Assessment in the Hadjar Lamis Rhyolitic Massif (Chad): An Aggregate Quarry Case Study

Authors

  • Mamadou Malloum Ahmat

    Petrography Laboratory, Department of Geological Engineering, Faculty of Mines and Geology, Polytechnic University of Mongo, Mongo P.O. Box 4377, Chad

    Hadjar Lamis Crushing Laboratory, N’Djamena P.O. Box 756, Chad

  • Ali Malloum Bada

    Petrography Laboratory, Department of Geological Engineering, Faculty of Mines and Geology, Polytechnic University of Mongo, Mongo P.O. Box 4377, Chad

  • Mahamat Ali Ateib

    Petrography Laboratory, Department of Geological Engineering, Faculty of Mines and Geology, Polytechnic University of Mongo, Mongo P.O. Box 4377, Chad

  • Guillaume Hervé Poh'sié

    Department of Mechanical Engineering, College of Technology, University of Buea, Buea P.O. Box 63, Cameroon

    Department of Civil Engineering, Higher Institute of Advanced Technologies (ISTA-IUG), Douala P.O. Box 12489, Cameroon

  • Hamza Brahim Mahamat

    Petrography Laboratory, Department of Geological Engineering, Faculty of Mines and Geology, Polytechnic University of Mongo, Mongo P.O. Box 4377, Chad

  • Mackaye Hassane Taïsso

    Department of Paleontology, Faculty of Exact and Applied Sciences, University of N’Djamena, N’Djamena P.O. Box 1117, Chad

  • Fabien Kenmogne

    Department of Civil Engineering, Advanced Teachers Training College of the Technical Education, University of Douala, Douala P.O. Box 1872, Cameroon

DOI:

https://doi.org/10.30564/jees.v8i7.13481
Received: 8 May 2026 | Revised: 21 June 2026 | Accepted: 26 June 2026 | Published Online: 29 July 2026

Abstract

Rock fragmentation by blasting remains a critical challenge in quarrying operations, as it directly affects downstream efficiency, energy consumption, and overall production performance. In structurally complex volcanic massifs, conventional fragmentation assessments based solely on post-blast granulometry often fail to account for the control exerted by pre-existing discontinuities. Thus, this study investigates the effectiveness and practical limits of blast-induced fragmentation by explicitly linking in situ rock mass structure to post-blast fragment size distributions. The proposed approach combines systematic discontinuity mapping, stochastic simulation of block geometry, and comparative granulometric analyses of in situ blocks and blasted rock piles. The methodology was applied to the Hadjar Lamis rhyolitic massif (Chad), characterized by persistent and well-connected fracture networks. Results show that two dominant discontinuity families, mainly oriented NW–SE and NE–SW, govern in situ block geometry, with characteristic block sizes ranging from approximately 43–96 cm. Comparative analyses reveal that fragmentation efficiency is strongly site-dependent, with fragmentation indices (IF) varying between 1.25 and 2.25 and fragmentation quality factors (FQF) reaching values up to 0.73 when blast geometry and charge distribution are consistent with the dominant structural fabric. Conversely, misalignment between blast design and fracture orientation results in heterogeneous fragmentation and a high proportion of oversized blocks, despite comparable explosive energy input. These findings highlight the dual role of natural fracturing, which both facilitates breakage and limits fragmentation through stress-wave attenuation and gas escape. Overall, the study demonstrates that effective blast optimization cannot rely on explosive parameters alone but must integrate detailed geological characterization. The proposed framework provides a robust and transferable tool for improving fragmentation control and defining the structural limits of blasting performance in hard-rock quarries.

Keywords:

Analysis; Discontinuity; Fragmentation; Block Size; Granulometry; Hadjar Lamis (Chad)

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How to Cite

Ahmat, M. M., Bada, A. M., Ateib, M. A., Poh’sié, G. H., Mahamat, H. B., Taïsso , M. H., & Kenmogne, F. (2026). Limitations of Fragmentation Assessment in the Hadjar Lamis Rhyolitic Massif (Chad): An Aggregate Quarry Case Study. Journal of Environmental & Earth Sciences, 8(7), 281–298. https://doi.org/10.30564/jees.v8i7.13481