Pages that link to "Item:Q1993119"
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The following pages link to Elastoplastic analysis of circular openings in elasto-brittle-plastic rock mass based on logarithmic strain (Q1993119):
Displaying 8 items.
- Unified analytical solutions for a circular opening based on non-linear unified failure criterion (Q621486) (← links)
- Displacement of surrounding rock in a deep circular hole considering double moduli and strength-stiffness degradation (Q824045) (← links)
- A semi-analytical elastic stress--displacement solution for notched circular openings in rocks. (Q1412773) (← links)
- A new strain-softening constitutive model for circular opening considering plastic bearing behavior and its engineering application (Q1720921) (← links)
- Comprehensive solutions for underwater tunnels in rock masses with different GSI values considering blast-induced damage zone and seepage forces (Q2243448) (← links)
- An elastoplastic evaluation of the stress state around cylindrical openings based on a closed multiaxial yield surface (Q2848340) (← links)
- Ground response curves for rock masses exhibiting strain-softening behaviour (Q3044585) (← links)
- The influence of out-of-plane stress on a plane strain problem in rock mechanics (Q3768524) (← links)