A Comparison of Laser Scanning and Photogrammetry in an Underground Limestone Mine

Society for Mining, Metallurgy & Exploration
J. Baggett J. Monsalve R. Bishop N. Ripepi A. Soni
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
4
File Size:
524 KB
Publication Date:
Jan 1, 2019

Abstract

Technology plays an ever-increasing role in improving the safety and efficiency of mining operations. Laser scanning and photogrammetry are two useful methods for capturing 3D digital representations of real world objects. While both technologies have been applied to the mining industry in numerous ways, the practical applications in an operating underground limestone mine has been tested for this paper, including for visualization and site characterization. Each technology is capable of creating highly detailed geospatial point clouds, but are all point clouds created equal? This paper presents a comparison of a laser scan and photogrammetry of a limestone pillar and addresses the strengths and limitations of each method for creating digital models of operating underground limestone mines. INTRODUCTION The United States crushed stone business is a ~$14 billion per year industry representing 1,430 companies which operate 3,782 mining operations across the 50 states. In 2017 alone, 1.33 billion tons of crushed stone was produced with 76% used predominately for road construction and repairs, but also for the production of cement, lime, chemical and agricultural uses. Over 70% of domestic crushed stone producers source their material from limestone and dolomite deposits, with currently only 82 mines (2%) operating underground (USGS, 2018). Underground mining requires a different technical skillset, and poses great challenges for production that must be both safe and economical. Therefore, there are many risks that an operation must mitigate in order to produce underground limestone. Some of the challenges in underground limestone mining involve geological hazards that are unique to the rest of the industry. The geologic features such as faults and weaknesses can be difficult to assess in a production environment (NIOSH, 1998). The consequences of failure due to improperly designed underground mining ground support systems, such as from a roof failure, are not only life threatening for the miners themselves, but can easily shut down an entire mining operation.
Citation

APA: J. Baggett J. Monsalve R. Bishop N. Ripepi A. Soni  (2019)  A Comparison of Laser Scanning and Photogrammetry in an Underground Limestone Mine

MLA: J. Baggett J. Monsalve R. Bishop N. Ripepi A. Soni A Comparison of Laser Scanning and Photogrammetry in an Underground Limestone Mine. Society for Mining, Metallurgy & Exploration, 2019.

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