Pages that link to "Item:Q837481"
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The following pages link to Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression (Q837481):
Displaying 13 items.
- New true-triaxial rock strength criteria considering intrinsic material characteristics (Q724470) (← links)
- Discrete element modeling on the crack evolution behavior of brittle sandstone containing three fissures under uniaxial compression (Q739984) (← links)
- Study on the coalescence mechanism of splitting failure of crack-weakened rock subjected to compressive loads (Q849644) (← links)
- Localised failure mechanism as the basis for constitutive modelling of geomaterials (Q1625341) (← links)
- A quantitative criterion to describe the deformation process of rock sample subjected to uniaxial compression: from criticality to final failure (Q1782991) (← links)
- Computational modelling of fracture propagation in rocks using a coupled elastic-plasticity-damage model (Q1792966) (← links)
- The effects of grain size and different multi-stage shearing techniques on shear strength along rock discontinuities (Q2023290) (← links)
- A novel micromechanics-enhanced phase-field model for frictional damage and fracture of quasi-brittle geomaterials (Q2237795) (← links)
- An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression (Q2428334) (← links)
- A novel phase-field model for mixed cracks in elastic-plastic materials incorporating unilateral effect and friction sliding (Q2683455) (← links)
- Strength of two structured soils in triaxial compression (Q2709716) (← links)
- Modified Mohr-Coulomb-type micromechanical failure criteria for layered rocks (Q4248789) (← links)
- Orientation nature of the damage-memory effect under triaxial cyclic nonproportional compression of a sandstone (Q5039297) (← links)
