© copyright 2018 innovative mining products (pty) …...drop test facility for r&d limitation of...

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Increased agility for the research and development of dynamic roof support products Greig Knox & Adrian Berghorst © NCM 2018 © Copyright 2018 Innovative Mining Products (Pty) Ltd t/a New Concept Mining ("NCM"). All rights reserved. This document is confidential and may not be reproduced or shared without the express written permission of NCM.

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  • Increased agility for the research and development

    of dynamic roof support products

    Greig Knox&

    Adrian Berghorst

    © NCM 2018

    © Copyright 2018 Innovative Mining Products (Pty) Ltd t/a New Concept Mining ("NCM"). All rights reserved. This document is confidential and may not be reproduced or shared without the express written permission of NCM.

  • Agenda

    • Dynamic Performance• Dynamic Test Methods• NCM DIT Overview & Instrumentation• Data Processing

    © NCM 2018

    PresenterPresentation NotesDynamic PerformanceExpected performance versus actual performance

    Test MethodsTwo of the well known methods

    Overview of the NCM DIT

    Data Processing

  • Requirement for Dynamic Testing

    © NCM 2018

    PresenterPresentation NotesIncrease in the depth of minesRock bursts – strain burstSeismicityDifference in performance Stiff BoltYielding BoltDynamic BoltDynamic Increase Factor Malvar and CrawfordFirst Dynamic TestSouth Africa Ortlepp & Stacey

  • Requirement for Dynamic Testing

    © NCM 2018

    PresenterPresentation NotesIncrease in the depth of minesRock burstsSeismicityDifference in performance Stiff BoltYielding BoltDynamic BoltDynamic Increase Factor Malvar and CrawfordFirst Dynamic TestSouth Africa Ortlepp & Stacey

  • Test Methodologies

    © NCM 2018

    PresenterPresentation NotesCanMETCanadianImpact test methodOriginally developed for testing landing gear on space shuttle

    WASMAustralianMomentum transfer method Developed to be able to perform full system tests

  • Drop Test Facility for R&D

    © NCM 2018

    PresenterPresentation NotesLimitation of Drop test method:Purely axial loading – No ShearNot a complete simulation of underground conditions

    Advantages:Repeatable / consistentRelatively safeRelatively cost effective

    Provides a platform on which revisions / products and be compared

  • NCM DIT

    © NCM 2018

    PresenterPresentation NotesVideo overview of the NCM DIT

    Sample loaded through the bore of the trolleyKnown mass raised to a known height Release of trolley potential energy converted to kinetic energy Impact – force and displacement result of work done to absorb the energy

  • NCM DIT

    • 65 kJ Energy (maximum)

    • 551kg Weight (minimum)

    • 3171kg Weight (maximum)

    • 2.1m Drop Height (maximum)

    • 6.4m/s Velocity at Impact (maximum)

    • 3.5m Bolt Length (maximum)

    © NCM 2018

    PresenterPresentation NotesOverview of the system specification

  • NCM DIT: Measurement Overview

    © NCM 2018

    PresenterPresentation NotesTypical ResultImpact loadPlate load Proximal DisplacementDistal Displacement

    Additional Load Cell Set frame load cell

  • NCM DIT: Measurement OverviewLoad Cells

    Line scan Cameras

    User Interface & Report Generation

    © NCM 2018

    PresenterPresentation NotesOverview of outcome measurements – a large number of other sensors running to ensure health and safe operation of the machine

    Piezoelectric load cells 3 setsLine scan camera’s used from displacement measurementAutomatic calculation of displacement measurementLighting requirement X axis displacement / Y axis time

    Ability to automatically view data and generate reports

    Importance of sample preparation

  • NCM DIT: Data Processing

    © NCM 2018

    PresenterPresentation NotesIsolate Focus on the first impulse of multiple

  • NCM DIT: Data Processing

    215 Samples500 Drops

    © NCM 2018

  • Thank youQuestions ?

    © NCM 2018

  • ReferencesAnderson, B. V. (2015). Dynamic Behaviour of New Concept Mining PAR1 Bolt.Hadjigeorgiou, J., & Yves, P. (2011). A Critical Assessment of Dynamic Rock

    Reinforcement and Support Testing Facilities. Rock mechanics and rock engineering 44, no. 5, 565-578.

    Ortlepp, W. (1969). An Empirical Determination of the Effectiveness of RockboltSupport under Impulse Loading. Proceedings of the International Symposium on Large Permanent Underground Openings, (pp. 197-205). Oslo.

    Villaescusa, E., Thompson, A., & Player, J. (2004). Dynamic Testing of Rock Reinforcement using the Momentum Transfer Method. Fifth International Sysmposium on Ground Support in Mining and Underground Construction, (pp. 237-339). Perth.

    © NCM 2018

    Slide Number 1AgendaRequirement for Dynamic TestingRequirement for Dynamic TestingTest MethodologiesDrop Test Facility for R&DNCM DITNCM DITNCM DIT: Measurement OverviewNCM DIT: Measurement OverviewNCM DIT: Data ProcessingNCM DIT: Data ProcessingThank you�Questions ?Slide Number 14