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Study of bifurcation in the problem of unloading a circular excavation in a strain-softening materialVARAS, F; ALONSO, E; ALEJANO, L. R et al.Tunnelling and underground space technology. 2005, Vol 20, Num 4, pp 311-322, issn 0886-7798, 12 p.Article

Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslideTRONCONE, Antonello; CONTE, Enrico; DONATO, Antonio et al.Engineering geology. 2014, Vol 183, pp 265-275, issn 0013-7952, 11 p.Article

Elasto-plastic constitutive model for geotechnical materials with strain-softening behaviourRUIPING GUO; GUANGXIN LI.Computers & geosciences. 2008, Vol 34, Num 1, pp 14-23, issn 0098-3004, 10 p.Article

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