MINERÍA la mejor puerta de acceso al sector minero EDICIÓN 574 / JULIO 2025 50 4. Ahora bien, en el sentido de avance (transversal), se ha determinado que el uso de grapas de unión tipo T3 es la mejor solución. Estas garantizan la transmisión de cargas sin afectar la deformación. Además, los resultados de la investigación indican que la distancia de traslape en este tipo de membranas de alta resistencia se considera despreciable. Bibliografía Brändle, R., Rorem, E., Luis, R. & Fischer, G. 2017. Full-scale dynamic tests of a ground support system using high-tensile strength chain- link mesh in El Teniente mine, Chile, in M Hudyma & Y Potvin (eds), UMT 2017: Proceedings of the First International Conference on Underground Mining Technology, Australian Centre for Geomechanics, Perth, pp. 25-43, https://doi.org/10.36487/ACG_ rep/1710_01_Luis Benardos, A. Paraskevopoulou C. y Diederichs, M. 2013. Assessing and benchmarking the construction cost of tunnels. GEO Montreal. Duricová, A. 2016. High-Tensile Steel Wire Mesh Tecco G65/4 connected with wire rope of diameter Ø 6 mm and designation 6x7 + FE, in longitudinal direction. Test report No. 70-16- 0035. TSUS. Bratislava Duricová, A. 2015. High-Tensile Steel Wire Mesh Tecco G65/4 connected with T3 clips in transversal direction. Test report No. 7015-0373. TSUS. Bratislava Duricová, A. 2016. High-Tensile Steel Wire Mesh Tecco G65/4 connected with wire rope of diameter Ø∅ 6 mm and designation 6x7 + FE, transversal direction. Test report No. 70-16-0034. TSUS. Bratislava Eriksson, F. 2020. Assessment of static performance of LKAB's welded mesh: Laboratory testing and analysis (Dissertation). Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva- 77249 Underground Operators Conference (pp. 56-65). Adelaide. Macák, I. 2020. High-Tensile Steel Wire Mesh MINAX G65/4 in longitudinal direction. Test report No. 70-20-0003. TSUS. Bratislava Mercier-Langevin, F. 2019, Ground support: a mine manager’s perspective, in J Hadjigeorgiou & M Hudyma (eds), Ground Support 2019: Proceedings of the Ninth International Symposium on Ground Support in Mining and Underground Construction, Australian Centre for Geomechanics, Perth, pp. 29-40, https://doi.org/10.36487/ACG_ rep/1925_0.03_ Mercier-Langevin Villaescusa, E, Thompson, AG & Player, JR. 2013. Static and dynamic testing of welded and woven mesh for rock support, in Y Potvin & B Brady (eds), Ground Support 2013: Proceedings of the Seventh International Symposium on Ground Support in Mining and Underground Construction, Australian Centre for Geomechanics, Perth, pp. 187-196, https://doi.org/10.36487/ ACG_rep/1304_11_Vill aescusa Whiting, RK.2017. In situ static performance assessment of mine mesh, in J Wesseloo (ed.), Deep Mining 2017: Proceedings of the Eighth International Conference on Deep and High Stress Mining, Australian Centre for Geomechanics, Perth, pp. 747-762, https://doi.org/10.36487/ACG_rep/1704_51_ Whiting Figura 19. Unión entre paneles de malla romboidal mediante clips sin traslape (por ejemplo, clips T3 de Geobrugg).
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