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References

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Lee, Y-K. and Pietruszczak, S. (2014). A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass. Tunnelling and Underground Space Technology Vol. 23, No. 5, 588-599.

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Vlachopoulos, N. and Diederichs, M.S. (2009). Improved longitudinal displacement profiles for convergence-confinement analysis of deep tunnels. Rock Mechanics and Rock Engineering (Accepted - In Press) 16 pgs.

Vrakas A. (2016). A finite strain solution for the elastoplastic ground response curve in tunnelling: rocks with non-linear failure envelopes. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 41(7), 1077-1090.

Vrakas A. and Anagnostou G. (2014). A finite strain closed-form solution for the elastoplastic ground response curve in tunnelling. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 38, No. 11, 1131–1148.

For more information on these papers, you can download the papers in the link here.

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