ArticleName |
Strength variation patterns in salt rocks owing to increased
halopelite content
|
ArticleAuthorData |
Pro-Tech–Engineering LLC, Saint-Petersburg, Russia
A. I. Rysin, Head of Laboratory
A. S. Nurtdinov, Chief Specialist
Lomonosov Moscow State University, Moscow, Russia A. M. Lebedeva, Post-Graduate Student, amlebedeva07@gmail.com
Empress Catherine II Saint-Petersburg Mining University, Saint-Petersburg, Russia I. A. Otkupshchikova, Post-Graduate Student |
Abstract |
The key parameters of the mining system adopted at the Upper Kama Potassium–Magnesium Salt deposit (UKPMS) are conditioned by some important geomechanical characteristics: content of insoluble residue; strength and stability of rocks; depth of occurrence; lithology; thickness and hypsometry of productive strata, etc. For this reason, the nonuniformity is observed in the physical and mechanical properties of rocks even within the limits of provisionally uniform beds. The difference in the stress–strain behavior of salt and non-salt materials governs various stress patterns in rock masses. The influence of the insoluble impurities on the load-bearing capacity of rib pillars in salt rock mining is investigated. The aim of the investigation was to improve the loading calculation procedure for rib pillars under conditions of the increased content of clays at UKPMS. The lab-scale tests provided new data on variation in the strength of salt rocks depending on the content of the insoluble residue (ISR) in a range from 0 to 100 %. Based on the obtained data, the standard clayness index curve was adjusted to the geological conditions of the Usolie Potassium Deposit. On the whole, the existing procedures for assessing influence of the ISR content on the load-bearing capacity of pillars require revision, and the research findings in this article are not a final output and need the experimental and theoretical data base on the rock mass behavior to be expanded and analyzed. The further research will be aimed at updating the reported studies on strength dependence on patterns of clayey interbeds in rock pillars, at obtaining new data and at determining parameters for the numerical model of deformation of salt rocks and clayey interbeds. |
References |
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