Pages that link to "Item:Q666864"
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The following pages link to Influence of the water pressure distribution along crack faces on seismic fracture modeling of a dam-reservoir-foundation system (Q666864):
Displaying 10 items.
- Hydraulic fracture at the dam-foundation interface using the scaled boundary finite element method coupled with the cohesive crack model (Q1656385) (← links)
- Modeling of hydraulic fracture of concrete gravity dams by stress-seepage-damage coupling model (Q1993233) (← links)
- A novel scaled boundary finite element method for dynamic impedance of an arch dam foundation in a complex layered half-space (Q2058113) (← links)
- Three-dimensional dynamic fracture analysis using scaled boundary finite element method: a time-domain method (Q2128017) (← links)
- Dynamic crack face contact and propagation simulation based on the scaled boundary finite element method (Q2237786) (← 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)
- Scaled boundary polygon formula for Cosserat continuum and its verification (Q2662418) (← links)
- (Q3731227) (← links)
- A particle-based computational framework for damage assessment in a concrete dam-reservoir system under seismic loading (Q6545975) (← links)
