Pages that link to "Item:Q1993233"
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The following pages link to Modeling of hydraulic fracture of concrete gravity dams by stress-seepage-damage coupling model (Q1993233):
Displaying 14 items.
- Seismic cracking of concrete gravity dams by plastic-damage model using different damping mechanisms (Q393799) (← links)
- Seepage-damage coupling study of the stability of water-filled dump slope (Q463467) (← links)
- Influence of the water pressure distribution along crack faces on seismic fracture modeling of a dam-reservoir-foundation system (Q666864) (← links)
- Study on coupling model of seepage-field and stress-field for rolled control concrete dam (Q939822) (← links)
- Hydraulic fracture at the dam-foundation interface using the scaled boundary finite element method coupled with the cohesive crack model (Q1656385) (← links)
- Fully-coupled hydro-mechanical cracking using XFEM in 3D for application to complex flow in discontinuities including drainage system (Q2020300) (← links)
- A modified conjugated bond-based peridynamic analysis for impact failure of concrete gravity dam (Q2121038) (← links)
- Strongly coupled XFEM formulation for non-planar three-dimensional simulation of hydraulic fracturing with emphasis on concrete dams (Q2309383) (← links)
- A cohesive damage-friction interface model accounting for water pressure on crack propagation (Q2459223) (← links)
- Earthquake damage estimation of the koyna concrete gravity dam using explicit GFVM model considering fluid-structure interaction (Q2670402) (← links)
- Coupled seepage and stress fields in roller compacted concrete dam (Q3159439) (← links)
- Direct assessment of structural resistance against pressurized fracture (Q4446897) (← links)
- Fuzzy parameters analysis of time-dependent fracture of concrete dam models (Q4787851) (← links)
- Coupling between progressive damage and permeability of concrete: analysis with a discrete model (Q5435679) (← links)
