Theoretical Investigations on the Influence of Artificially Altered Rock Mass Properties on Mechanical Excavation

Philipp Hartlieb, Stefan Bock

Research output: Contribution to journalArticleResearchpeer-review

7 Citations (Scopus)

Abstract

This study presents a theoretical analysis of the influence of the rock mass rating on the cutting performance of roadheaders. Existing performance prediction models are assessed for their suitability for forecasting the influence of pre-damaging the rock mass with alternative methods like lasers or microwaves, prior to the mechanical excavation process. Finally, the RMCR model was chosen because it is the only reported model incorporating a range of rock mass properties into its calculations. The results show that even very tough rocks could be mechanically excavated if the occurrence, orientation and condition of joints are favourable for the cutting process. The calculated improvements in the cutting rate (m3/h) are up to 350% for the most favourable cases. In case of microwave irradiation of hard rocks with an UCS of 200 MPa, a reasonable improvement in the performance by 120% can be achieved with as little as an extra 0.7 kWh/m3 (= 1% more energy) compared to cutting only.
Original languageEnglish
Pages (from-to)801–809
Number of pages9
JournalRock mechanics and rock engineering
Volume51.2018
Issue numberMarch
DOIs
Publication statusPublished - 9 Nov 2017

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