Resumen
Originated and developed in the civil tunneling industry, the Ground Reaction Curve (GRC) has provided a robust methodology for evaluating and designing ground support in both tunnels and underground mining scenarios. This paper presents a preliminary assessment in the utilization of the GRC concept for the evaluation and design of the pillar-support system with respect to overburden stress and displacement. This initial assessment will be based on and backed by past research on this topic. Underground mine instrumentation is planned for a longwall mine in the Appalachian coal field based on the research and findings in this paper to support the postulated hypothesis.
| Idioma original | English |
|---|---|
| Título de la publicación alojada | 2019 SME Annual Conference and Expo and CMA 121st National Western Mining Conference |
| ISBN (versión digital) | 9781510884663 |
| Estado | Published - 2019 |
| Evento | 2019 SME Annual Conference and Expo and CMA 121st National Western Mining Conference - Denver, United States Duración: feb 24 2019 → feb 27 2019 |
Serie de la publicación
| Nombre | 2019 SME Annual Conference and Expo and CMA 121st National Western Mining Conference |
|---|
Conference
| Conference | 2019 SME Annual Conference and Expo and CMA 121st National Western Mining Conference |
|---|---|
| País/Territorio | United States |
| Ciudad | Denver |
| Período | 2/24/19 → 2/27/19 |
Nota bibliográfica
Publisher Copyright:Copyright © 2019 by SME.
Financiación
This study was sponsored by the Alpha Foundation for the Improvement of Mine Safety and Health, Inc. (ALPHA FOUNDATION). The views, opinions and recommendations expressed herein are solely those of the authors and do not imply any endorsement by the ALPHA FOUNDATION, its Directors and staff.
| Financiadores |
|---|
| Alpha Foundation For The Improvement of Mine Safety and Health, Inc. |
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
Huella
Profundice en los temas de investigación de 'Preliminary assessment of the relationship of pillar load and opening convergence response'. En conjunto forman una huella única.Citar esto
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