Stability Evaluations of Selected Room and Pillar Rock Salt Mines by Using Flat Jack Technique-A Case Study
DOI:
https://doi.org/10.17159/Abstract
Stope and pillar mining method is commonly employed for the extraction of rock salt in underground mines. Pillar stress is a major concern in mines as it is directly related to stability, and recovery of mineral. In this study flat jack method was used to measure pillar stresses in three underground rock salt mines including Khewra, Warcha and Kalabagh selected from the Eastern, Central and Western Salt Range, Punjab of Pakistan. The field work included determination of in-situ stress, in-situ elastic modulus, recording of field variables [pillar length (L), pillar width (W), pillar height (H), width of opening (WOP), width to height ratio (W/H) and overburden height (OB)] and collection of salt boulder samples. The geo-mechanical properties of rock salt [uniaxial compressive strength (UCS), Young’s modulus, Brazilian tensile strength (BTS) and density] were also determined to estimate overburden stress, pillar strength and factor of safety (both estimated and actual). It was found that the measured pillar stresses in the Salt Range are proportional to the overburden stress values with their magnitude ranging from 4.38 MPa in Kalabagh to 11.97 MPa in Khewra and the pillars were found to be stable. Further regression analysis was performed to develop statistical model between in-situ elastic modulus and laboratory static modulus. Finally a quick guideline chart was developed to find out suitable length of pillar for a given span and required level of safety.Downloads
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Copyright (c) 2024 Yasir Majeed, Nasir Abbas, Muhammad Zaka Zaka Emad

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