Van Sint Jan, M & Palape, M 2007, 'Behaviour of Steel Plates During Rockbursts', in Y Potvin (ed.), Proceedings of the Fourth International Seminar on Deep and High Stress Mining
, Australian Centre for Geomechanics, Perth, pp. 405-412, https://doi.org/10.36487/ACG_repo/711_29
We present the results of tests on five different types of steel plates subjected to static load under boundary
conditions simulating those observed in the field. The test consisted of setting the plates on two supports
8 cm apart and then applying load to the centre of the plate. It was found that the maximum load ranged
from 30 to 60 kN depending on the plate design. Such loads are significantly lower than those obtained from
tests in which the plate is loaded against a flat surface.
Gaudreau, D., Aubertin, M. and Simon, R. (2004) Performance Assessment of Tendon Support Systems to Dynamic
Loading. 5th International Symposium on Ground Support in Mining and Underground Construction, Perth,
Australia, pp. 299-312.
Newmark, N.M. (1962) A method of computation for structural dynamics. Transactions, ASCE, V. 127, Part I,
Palape, M. (2007) Behavior of steel plates used for tunnel support (in Spanish). MSc thesis, Pontificia Universidad
Católica de Chile.
Van Sint Jan, M. (1994) A Procedure to Design Tunnel Support for Rockburst Conditions. International Workshop on
Applied Rockburst Research, Santiago, Chile, pp. 277-286.
Behaviour of Steel Plates During Rockbursts M. Van Sint Jan, M. Palape
412 Deep Mining 07, Perth, Australia