Problem description. (a) Random stacking process (b) Description of block positions (c) Illustration of the position of the centre of gravity of the upper part of the tower above level 3 (𝑛 = 6, 𝑖 = ...
Mechanical stability of underground rock structures hinges on the interplay between geological discontinuities, in situ stresses and engineered supports. Central concerns include the propagation of ...
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