Investigation of a Limestone Pillar Failure Part 1: Geology, Laboratory Testing and Numerical Modeling |
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Authors: | M Alber J Heiland |
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Institution: | (1) Technical University Berlin, Federal Republic of Germany, DE;(2) GeoForschungsZentrum Potsdam, Federal Republic of Germany, DE |
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Abstract: | Summary A pillar failure at shallow depth of overburden, featuring the recent formation of subvertical open cracks in the rock was
observed. An extensive laboratory test program including Brazilian tests, uniaxial and triaxial compression tests for obtaining
strength and deformation characteristics of the limestone was executed. Strength from single and multiple failure triaxial
compression tests on intact rock and from tests on small scale rock mass specimens were obtained. Classification of the rock
mass was conducted for use with the Hoek-Brown strength criterion. Numerical analysis shows that the strength of the rock
mass exceeds by far the applied stress, suggesting a stable pillar. This typical rock engineering approach to assess rock
mass stability is shown to be inadequate. |
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Keywords: | |
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