Ground response curves for rock masses exhibiting strain-softening behaviour
From MaRDI portal
Publication:3044585
DOI10.1002/NAG.315zbMath1098.74039OpenAlexW1966383163MaRDI QIDQ3044585
No author found.
Publication date: 6 August 2004
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.315
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Anelastic fracture and damage (74R20) Soil and rock mechanics (74L10)
Related Items (8)
Numerical solutions for tunnels excavated in strain-softening rock masses considering a combined support system ⋮ Numerical solutions for strain-softening surrounding rock under three-dimensional principal stress condition ⋮ Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion ⋮ A semi-analytical solution for shallow tunnels with radius-iterative-approach in semi-infinite space ⋮ Coupled solid-fluid response of deep tunnels excavated in saturated rock masses with a time-dependent plastic behaviour ⋮ Comprehensive solutions for underwater tunnels in rock masses with different GSI values considering blast-induced damage zone and seepage forces ⋮ A numerical approach for the quasi-plane strain-softening problem of cylindrical cavity expansion based on the Hoek-Brown failure criterion ⋮ Novel perturbation solutions for deep-buried non-circular tunnels under biaxial in situ stress field based on Mohr-Coulomb criterion
Uses Software
Cites Work
This page was built for publication: Ground response curves for rock masses exhibiting strain-softening behaviour
