Abstract
Room-and-pillar mining is a widely used method for rock salt extraction in underground mines, where pillar stability plays a critical role in ensuring mine safety and optimizing mineral recovery. This study investigates in-situ stress conditions in three underground rock salt mines in Pakistan using the flat jack method. Field measurements included pillar stresses, in-situ elastic modulus, and key geometric variables such as pillar dimensions, opening width-to-height ratio, extraction ratio, and overburden height. Additionally, salt block samples were collected for laboratory testing to determine geomechanical properties, including uniaxial compressive strength, Young's modulus, Brazilian tensile strength, and density. The results indicate that pillar stresses are proportional to overburden stress, with values ranging from 6.05 MPa to 11.97 MPa, confirming overall pillar stability. Regression analysis was performed to develop predictive models for in-situ stress and elastic modulus. Furthermore, a guideline chart was developed to assist in determining appropriate pillar dimensions for various spans and safety levels, providing a practical tool for mine design and stability assessment.
| Original language | English |
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| DOIs | |
| State | Published - 2025 |
| Event | 59th US Rock Mechanics/Geomechanics Symposium - Santa Fe, United States Duration: 8 Jun 2025 → 11 Jun 2025 |
Conference
| Conference | 59th US Rock Mechanics/Geomechanics Symposium |
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| Country/Territory | United States |
| City | Santa Fe |
| Period | 8/06/25 → 11/06/25 |
Bibliographical note
Publisher Copyright:Copyright © 2025 ARMA, American Rock Mechanics Association.
ASJC Scopus subject areas
- Geochemistry and Petrology
- Geophysics