Pages that link to "Item:Q3030396"
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The following pages link to Deformation and fracturing behaviour of discontinuous rock mass and damage mechanics theory (Q3030396):
Displaying 18 items.
- A model of anisotropic property of seepage and stress for jointed rock mass (Q364366) (← links)
- Fracture analysis of rock mass based on 3-D nonlinear finite element method (Q546619) (← links)
- Application of the material force concept to formation of discontinuities in soft sedimentary rocks (Q873139) (← links)
- Multi-potential based discontinuous bifurcation model for jointed rock masses and its application. (Q1420936) (← links)
- A compressive damage constitutive model for rock mass with a set of nonpersistently closed joints under biaxial conditions (Q1664721) (← links)
- Virtual multi-dimensional internal bonds model and its application in simulation of rock mass (Q1940782) (← links)
- On micromechanical damage modeling in geomechanics: influence of numerical integration scheme (Q1947556) (← links)
- Transgranular fracturing of crystalline rocks and its influence on rock strengths: insights from a grain-scale continuum-discontinuum approach (Q2020744) (← links)
- Non-linear anisotropic damage rheology model: theory and experimental verification (Q2224626) (← links)
- Damage model of control fissure in perilous rock (Q2432606) (← links)
- Scaling of geological discontinuity normal load-deformation response using fractal geometry (Q2762024) (← links)
- Identification of damage parameters for discontinuous rock mass (Q3107234) (← links)
- Two dimensional discontinuous deformation analysis (Q3691234) (← links)
- Nonlinear seismic behaviour of concrete gravity dams using coupled finite element-boundary element technique (Q4248811) (← links)
- Rigid finite element and its applications in engineering (Q4849268) (← links)
- A review of numerical analysis of tunnels in discontinuous rock masses (Q4934155) (← links)
- A review of numerical analysis of tunnels in discontinuous rock masses (Q4934170) (← links)
- (Q5691284) (← links)