Analytical Solution for Deep Circular Tunnels in Rock with Consideration of Disturbed zone, 3D Strength and Large Strain

The Elasto-Plastic Response of Deep Tunnels with Damaged Zone and Gravity Effects

(2019) Ahmadreza Hedayat et al.   ROCK MECHANICS AND ROCK ENGINEERING

A numerical large strain solution for circular tunnels excavated in strain-softening rock masses

(2019) Qiang Zhang et al.   COMPUTERS AND GEOTECHNICS

Theoretical solutions for a circular opening in an elastic–brittle–plastic rock mass incorporating the out-of-plane stress and seepage force

(2015) Jin-feng Zou et al.   KSCE Journal of Civil Engineering

Large strain similarity solution for a spherical or circular opening excavated in elastic-perfectly plastic media

(2014) K.H. Park   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

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

(2012) Shuilin Wang et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour

(2009) L.R. Alejano et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

A generalized three-dimensional Hoek–Brown strength criterion

(2008) L. Zhang   ROCK MECHANICS AND ROCK ENGINEERING

Analytical solutions for stresses and displacements around a circular opening in a generalized Hoek–Brown rock

(2007) S.K. Sharan   INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES