The design of tunnel support in deep hard-rock mines under quasistatic conditions

摘要

In the Journal of May 1994, the authors first presented the concept and analysis that formed the basis for a design approach for deep tunnels, now expressed more explicitly in the present paper (March/April 1996). In a contribution in the Journal of March/April 1995,1 expressed a certain disquiet about the validity of their original approach. The authors responded to these criticisms in the same issue. It is apparent to me now that both the contribution and its rebuttals were written, probably for different reasons, in such an obscure and pedantic way as to further confuse the reader rather than provide enlightenment. My concern still persists. But in order to avoid further confusion I will attempt to pose my uncertainties and difficulties in a much more direct way. On page 98 (top of 2nd column) in the earlier paper, an important statement concluded as follows:'. ,. the horizontal ellipse requires 140 per cent less force for equivalent stability'. In Figure 3 of the present paper, the square tunnel is shown to require 250 kPa of support pressure to prevent instability, whilst the horizontal ellipse requires 84 per cent more (460 kPa) to stabilize. The graphic comparison is repeated unequivocally in the first 'bullet' point at the bottom of page 50.