Limit Analysis Solution for Ultimate Bearing Capacity of Footing Resting on the Rock Mass with a Circular Void Subjected to Line Loading

Empirical Strength Criterion for Rock Masses

E. Hoek, E.T. Brown · Journal of the Geotechnical Engineering Division · 1980 · 1.7K citations

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Some new Q-value correlations to assist in site characterisation and tunnel design

Nick Barton · International Journal of Rock Mechanics and Mining Sciences · 2002 · 878 citations

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Sinkholes and subsidence: karst and cavernous rocks in engineering and construction

Choice Reviews Online · 2005 · 441 citations

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Stability of a shallow circular tunnel in cohesionless soil

J. H. Atkinson, David M. Potts · Géotechnique · 1977 · 314 citations

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Mesh adaptive computation of upper and lower bounds in limit analysis

Héctor Manuel Camué Ciria, J. Peraire, Javier Bonet · International Journal for Numerical Methods in Engineering · 2008 · 252 citations

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