Prediction of underground cavity roof collapse using the Hoek–Brown failure criterion

Author:

Suchowerska A.M.,Merifield R.S.,Carter J.P.,Clausen J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference27 articles.

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2. Ouchi AM, Pakalnis R, Brady TM. Update of span design curve for weak rock masses. Presented at 2004 AGM – CIM. Edmonton; 2004.

3. Mark C, Chase FE, Pappas DM. Analysis of multiple seam stability. In: Proceedings of the 26th international conference on ground control mining; 2007. p. 5–18.

4. Limit analysis of collapse mechanisms in cavities and tunnels according to Hoek–Brown failure criterion;Fraldi;Int J Rock Mech Min Sci,2009

5. Lower bound limit analysis using non-linear programming;Lyamin;Int J Numer Anal Methods Geomech,2002

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