A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis
Assessment of internal seismic stability of geosynthetic reinforced cohesive soil retaining walls with likelihood for developing cracks in the failure mechanism is typically done with the limit equilibrium method. However, in this paper, the kinematic theorem of limit analysis combined with the discretization method are used to implement the crack formation in the collapse mechanism in the internal seismic assessment of geosynthetic reinforced soil retaining walls within the framework of the pseudo-static approach. The presence of the crack leads to an increase of the required reinforcement strength that prevent the failure of the structure.
Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis
Assessment of internal seismic stability of geosynthetic reinforced cohesive soil retaining walls with likelihood for developing cracks in the failure mechanism is typically done with the limit equilibrium method. However, in this paper, the kinematic theorem of limit analysis combined with the discretization method are used to implement the crack formation in the collapse mechanism in the internal seismic assessment of geosynthetic reinforced soil retaining walls within the framework of the pseudo-static approach. The presence of the crack leads to an increase of the required reinforcement strength that prevent the failure of the structure.
Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis
Alhajj Chehade Hicham (author) / Dias Daniel (author) / Sadek Marwan (author) / Hage Chehade Fadi (author) / Jenck Orianne (author)
2019
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
REINFORCED EARTH RETAINING WALL IN COHESIVE SOIL
| TIBKAT | 1989
Stability and deformation of geosynthetic reinforced soil retaining wall
| British Library Conference Proceedings | 1996
Seismic Behavior of a Cohesive Backfilled Geosynthetic Reinforced Wall
| British Library Conference Proceedings | 2016