A numerical approach for the quasi-plane strain-softening problem of cylindrical cavity expansion based on the Hoek-Brown failure criterion
From MaRDI portal
Publication:1793039
DOI10.1155/2016/3698525zbMath1400.74003OpenAlexW2515091003WikidataQ59130915 ScholiaQ59130915MaRDI QIDQ1793039
Publication date: 12 October 2018
Published in: Mathematical Problems in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2016/3698525
Uses Software
Cites Work
- Finite straining of pressurized compressible elasto-plastic tubes
- Cylindrical cavity expansion and contraction in pressure sensitive geomaterials
- Ground response curves for rock masses exhibiting strain-softening behaviour
- A General Solution for the Pressurized Elastoplastic Tube
- Large Strain Solution for Pressurized Elasto/Plastic Tubes
- UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
This page was built for publication: A numerical approach for the quasi-plane strain-softening problem of cylindrical cavity expansion based on the Hoek-Brown failure criterion
