Authors: Evans, DW

Open access courtesy of:

DOI https://doi.org/10.36487/ACG_repo/2465_28

Cite As:
Evans, DW 2024, 'Performance testing of various dynamic bolting element designs', in P Andrieux & D Cumming-Potvin (eds), Deep Mining 2024: Proceedings of the 10th International Conference on Deep and High Stress Mining, pp. 491-502, https://doi.org/10.36487/ACG_repo/2465_28

Download citation as:   ris   bibtex   endnote   text   Zotero


Abstract:
The ability of ground support elements to take the demands of sudden and severe service loads continues as an increasing requirement for geotechnical application within the underground hard rock mining industry. Large amounts of energy can suddenly be released through the rock mass as stresses are redistributed – and at times violent ground movement can occur. Based upon the need to address such geotechnical demands, dynamic ground support remains an important area of continued study and research. While geotechnical design is the overarching discipline, the mechanical response of ground reinforcements is equally critical to understand and apply within this field. The requirement for this unique area of research is fundamentally driven by differences in mechanical performance that are observed under varying loading rates and scenarios. The mechanical response of ground support elements under rapid loading typically differs from the results of test work that is conducted at low loading rates. As such, performance assumptions that are based on low-speed mechanical test work may not be completely relevant within the context of a dynamic event. This paper provides an overview of a recently developed test rig for the dynamic testing of hard rock bolting elements. This rig has been used to explore the dynamic performance of a number of different classes of bolting elements and, further to this, to evaluate the performance of the anchoring and embedment media that is utilised in association with the bolting element. An overall summary of the test work is provided, covering mechanically anchored bolts, resin anchored bolts and cementitious grouted bolts. This appraisal clearly shows that bolt installations must operate as a complete system: the mechanical response of the bolting element is only proportionate to the anchoring strength of the embedment media.

Keywords: dynamic testing, drop test, rockburst, dynamic rock bolts

References:
ASTM International 2008, Standard Test Methods for Laboratory Determination of Rock Anchor Capacities by Pull and Drop Tests (ASTM D7401-08), ASTM International, West Conshohocken.
Evans, D 2022, ‘Data cross validation for a newly commissioned dynamic drop test facility’, in I Canbulat (ed.), Ausrock Conference 2022: Proceedings of the Australian Ground Control Conference and an ISRM Regional Symposium, The Australian Institute of Mining and Metallurgy, Melbourne, pp. 320–328.
Li, CC, Hadjigerorgiou, J, Mikula, P, Know, G, Darlington, B, Royer, R, Pytlik, A & Hosp, M 2021. ‘Performance of identical rockbolts tested on four dynamic testing rigs employing the direct impact method’, Journal of Rock Mechanics and Geotechnical Engineering, vol. 13, no. 4, pp. 745–754.
Player, J 2012, Dynamic Testing of Rock Reinforcement Systems, PhD thesis, Curtin University, Perth.
Tacuna Systems 2022, Comparing Strain Gauges to Piezoelectric Sensors, viewed 17 June 2022,
knowledge-base/comparing-strain-gauges-to-piezoelectric-sensors
Thompson, AG, Player, JR & Villaescusa, E 2004, ‘Simulation and analysis of dynamically loaded reinforcement systems’, in E Villaescusa and Y Potvin (eds), Proceedings of the 5th International Symposium on Ground Support, Ground Support in Mining and Underground Construction, Perth, pp. 341–355.
Villaescusa, E, Thompson, AG, Windsor, CR & Player, JR 2023, Ground Support Technology for Highly Stressed Excavations, CRC Press, Boca Raton.




© Copyright 2024, Australian Centre for Geomechanics (ACG), The University of Western Australia. All rights reserved.
View copyright/legal information
Please direct any queries or error reports to repository-acg@uwa.edu.au