Analytical modelling of a tunnel accounting for elastoplastic unloading and reloading with reverse yielding and plastic flow

Author:

El Jirari S.,Wong H.,Deleruyelle F.,Branque D.,Berthoz N.,Leo C.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. Response of a spherical cavity in an elastic viscoplastic medium under a variable internal pressure;Berest;Int. J. Solids Struct.,1983

2. Cavity expansion in cohesive frictional soils;Carter;Géotechnique,1986

3. Quasi-static expansion of a spherical cavity in metals and ideal soils;Chadwick;Q J Mech Appl Math,1959

4. Houlsby GT, Clarke BG, Wroth CP. Analysis of unloading of a pressuremeter in sand. In: Proceedings of the 2nd international symposium on pressuremeters, ASTM STP 950; 1986. p. 245–64.

5. Panet M, Bouvard A, Dardard B, Dubois P, Givet O, Guilloux A, Launay J, Minh Duc N, Piraud J, Tournery H, Wong H. Recommendations on the convergence-confinement method. In: AFTES work-group n° 7, tunnels & Ouvrages Souterrains, n° 174; 2002. p. 414–23.

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