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A short note on the performance of steel-welded mesh under static loading

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Abstract

This short note outlines the performance of the welded mesh under static loading, as well as the breaking strength of mesh strands. A welded mesh with the configuration of 5.6-mm-diameter wires spaced at 100 mm centres and the mesh sheet of 1.5 m wide and 3.4 m long was used. Mesh samples were bolted onto the test frame in series with load cell; the load cell was installed between the upper and lower plates of the Mohr and Federhaff compression tester. The increase in load was applied gradually in perpendicular to the plane of the mesh through 500-mm-long line loading interface across the wires; it was performed until the specimen fails. Furthermore, tensile tests of each strand of the mesh were performed through pulling the steel-welded mesh strand until it breaks. It was noted that a maximum load of 27 kN to 37 kN recorded with the maximum displacement of 420 mm throughout the three tests. The breaking strength of the mesh strands was found ranging from 10.35 kN to 13.85 kN. It was concluded that welded mesh has the ability to withstand the maximum load of 37 kN, with the displacement of 410 mm, while mesh strand was found to break at maximum of 13.85 kN. This type of welded mesh could be useful for shallow and deep underground excavations/ tunnelling as an aerial support.

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References

  1. Dolinar DR (2006) Load capacity and stiffness characteristics of screen materials used for surface control in underground coal mines. In: Proceedings of 25th international conference on ground control in mining, Morgantown, WV, pp 152–158

  2. Dolinar DR (2009) Performance characteristics for welded wire screen used for surface control in underground coal mines. In: Proceedings of society for mining, metallurgy and exploration; SME annual meeting and exhibit, and CMA’s 111th national western mining conference, Denver, Colorado, pp 659–666

  3. Kaiser PK (1996) Canadian rock-burst support handbook. Geomechanics Research Centre, Laurentian University, Sudbury, Ontario

  4. Morton E, Thompson A, Villaescusa E, Roth A (2007) Testing and analysis of steel wire mesh for mining applications of rock surface support. In: Ribeiro e Sousa, Olalla, Grossman (eds) 11th congress of the international society for rock mechanics, vol 2, pp 1061–1064

  5. Morton EC (2009) Static testing of large scale ground support panels. MSc thesis, Western Australian School of Mines, Curtin University of Technology, Perth, Western Australia, Australia, pp 250

  6. Ortlepp WD (1983) Considerations in the design of support for deep hard-rock tunnels. In: Proceedimgs 5th congress international society for rock mechanics, Melbourne, pp D179–D187. A.A. Balkema, Rotterdam

  7. Ortlepp WD, Stacey TR (1997) Testing of tunnel support: dynamic load testing of rock support containment systems. SIMRAC GAP Project 221

  8. Pakalnis V, Ames D (1983) Load tests on mine screening. In: Proceedings CIM symposium on underground support systems, vol 35, pp 79–83

  9. Player JR, Morton EC, Thompson AG, Villaescusa E (2008) Static and dynamic testing of steel wire mesh for mining applications of subsurface support. In: Stacey TR, Malan DF (eds) Proceedings of the sixth international symposium on ground support in mining and civil engineering construction, Cape Town, South Africa, 30 March–3 April, pp 693–706. SAIMM, Johannesburg, South Africa

  10. Shan Z, Porter I, Nemcik J (2014) Performance of full scale welded steel mesh for surface control in underground coal mines. In: Morsi BI (ed) 31st Annual international Pittsburgh coal conference: coal—energy, environment and sustainable development, PCC 2014, pp 1–10

  11. Sengani F, Kataka MO (2017) A comparison of the effectiveness of the roof-bolter and standard drill rig for the installation of long anchors in hard-rock mines. In: Proceedings of 3rd young professional’s conference, Innovation Hub, Pretoria, 9–10 March 2017. Southern African Institute of Mining and Metallurgy, Johannesburg

  12. Sengani F, Zvarivadza T (2018) Yielding support systems in deep to ultra-deep level gold mining. In: Proceedings of the first international conference on advances in rock mechanics, an ISRM specialized conference at Hammamet, Tunisia, 29–31 March 2018, ISBN: 978-9973-0929-0-8

  13. Sengani F (2018) Trials of the Garford hybrid dynamic bolt reinforcement system at a deep level gold mine in South Africa. J South Afr Inst Min Metall 118(3):1–8

    Article  Google Scholar 

  14. Thompson AG (2004) Rock support action of mesh quantified by testing and analysis. In: Potvin Y, Stacey TR, Hadjigeorgiou J (eds) Surface support in mining. Australian Centre for Geomechanics, Nedlands, pp 391–398

    Google Scholar 

  15. Thompson AG, Villaescusa E, Windsor CR (2012) Ground support terminology and classification: an update. Geotech Geol Eng 30(3):553–580

    Article  Google Scholar 

  16. Villaescusa E (1999) Laboratory testing of welded mesh for rock support. In: Villaescusa E, Windsor CR, Thompson AG (eds) Rock support and reinforcement practice in mining, Proceedings of the international symposium on ground support, Kalgoorlie, Western Australia, Australia, 15–17 March, pp 155–159. A.A. Balkema, Rotterdam

  17. Villaescusa E (2004) Weld mesh for static rock support in Australia. In: Potvin Y, Stacey TR, Hadjigeorgiou J (eds) Surface support in mining. Australian Centre for Geomechanics, Nedlands, pp 385–390

    Google Scholar 

  18. Villaescusa E (2014) Geotechnical design for sublevel open stoping. Taylor & Francis Group, Milton Park, pp 332–340

    Book  Google Scholar 

  19. Zvarivadza T, Sengani F, Adoko AC (2017) In-stope pillar scaling and pillar fracturing in deep to ultra-deep gold mine in South Africa. In: 26th international symposium on mine planning and equipment selection. Lulea, University of Technology, Sweden, 29–31 August 2017

  20. Zvarivadza T, Sengani F (2018) Calibration of yielding pillar performance in deep level gold mines. In: Proceedings of the first international conference on advances in rock mechanics, an ISRM specialized conference at Hammamet, Tunisia, 29–31 March 2018, ISBN: 978-9973-0929-0-8

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Acknowledgements

The author would like to say rest in peace to all tunnelling workers who lost their life as a result of rock failure accidents.

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Correspondence to Fhatuwani Sengani.

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The author wishes to confirm that there are no known conflicts of interest associated with this publication; furthermore, there has been no financial support given to influence the outcome of this work.

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Sengani, F. A short note on the performance of steel-welded mesh under static loading. Innov. Infrastruct. Solut. 6, 81 (2021). https://doi.org/10.1007/s41062-020-00432-6

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  • DOI: https://doi.org/10.1007/s41062-020-00432-6

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