Theoretical solutions of a circular tunnel with the influence of axial in situ stress in elastic–brittle–plastic rock

The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion

C. Carranza‐Torres, C. Fairhurst · International Journal of Rock Mechanics and Mining Sciences · 1999 · 628 citations

Engineering, Civil Engineering, Geological Engineering +16

Ground Response Curves for Rock Tunnels

E.T. Brown, J.W. Bray, B. Ladanyi et al. · Journal of Geotechnical Engineering · 1983 · 549 citations

Engineering, Civil Engineering, Geological Engineering +14

Ground response curves for rock masses exhibiting strain‐softening behaviour

E. Alonso, Leandro R. Alejano, Fernando Varas et al. · International Journal for Numerical and Analytical Methods in Geomechanics · 2003 · 294 citations

Engineering, Civil Engineering, Materials Engineering +17

A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass

Youn-Kyou Lee, S. Pietruszczak · Tunnelling and Underground Space Technology · 2007 · 288 citations

Engineering, Civil Engineering, Computational Engineering +15

Analytical solution for a circular opening in an elastic–brittle–plastic rock

Kyung-Ho Park, Yong-Jin Kim · International Journal of Rock Mechanics and Mining Sciences · 2005 · 237 citations

Engineering, Civil Engineering, Materials Engineering +14