In current design methods for geosynthetic-reinforced soil (GRS) walls and abutments, there is a fundamental design assumption that the reinforcement strength and spacing play an equal role in the performance of a GRS wall/abutment, i.e., larger reinforcement spacing can be fully compensated by using proportionally stronger reinforcement and lead to the same performance. This has encouraged designers to use larger reinforcement spacing in conjunction with stronger reinforcement for reduction in construction time. Recent studies, however, has indicated that reinforcement spacing plays a much more significant role in the performance of a GRS wall/abutment than reinforcement strength. In this paper, an analytical model that is capable of refle...
2003Adams, M. T.PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/geotechn...
Current design methods for Geosynthetic-Reinforced Soil (GRS) walls consider only the stresses and f...
There is a significant disparity in the design approaches for the numerous reinforced soil systems. ...
Access restricted to the OSU CommunityA study was undertaken to investigate the composite behavior o...
ABSTRACT: Knowing the load in geosynthetic reinforcement layers in full-scale walls is an important ...
Current design practice of reinforced soil retaining walls is based on the limit equilibrium approac...
014914472013Adams, Michael T.PDFTech ReportFHWA-HRT-10-077Composite structuresDesignDilationGeosynth...
This paper examines the mobilization of reinforcement tension within geosynthetic-reinforced soil (G...
2001Final Research ReportPDFTech ReportWA-RD-522.1ConstructionQuality controlGeotechnical engineerin...
Reinforced soil constructions have a long history, and various types of the soil reinforcement haveb...
Reinforced soil constructions have a long history, and various types of the soil reinforcement haveb...
A numerical FLAC model was used to investigate the influence of vertical stiffness of the foundation...
ABSTRACT: The paper provides a synthesis of work by the writers that has the objective of developing...
A numerical FLAC model was used to investigate the influence of vertical stiffness of the foundation...
This paper presents the results of a parametric study conducted to investigate the effect of differe...
2003Adams, M. T.PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/geotechn...
Current design methods for Geosynthetic-Reinforced Soil (GRS) walls consider only the stresses and f...
There is a significant disparity in the design approaches for the numerous reinforced soil systems. ...
Access restricted to the OSU CommunityA study was undertaken to investigate the composite behavior o...
ABSTRACT: Knowing the load in geosynthetic reinforcement layers in full-scale walls is an important ...
Current design practice of reinforced soil retaining walls is based on the limit equilibrium approac...
014914472013Adams, Michael T.PDFTech ReportFHWA-HRT-10-077Composite structuresDesignDilationGeosynth...
This paper examines the mobilization of reinforcement tension within geosynthetic-reinforced soil (G...
2001Final Research ReportPDFTech ReportWA-RD-522.1ConstructionQuality controlGeotechnical engineerin...
Reinforced soil constructions have a long history, and various types of the soil reinforcement haveb...
Reinforced soil constructions have a long history, and various types of the soil reinforcement haveb...
A numerical FLAC model was used to investigate the influence of vertical stiffness of the foundation...
ABSTRACT: The paper provides a synthesis of work by the writers that has the objective of developing...
A numerical FLAC model was used to investigate the influence of vertical stiffness of the foundation...
This paper presents the results of a parametric study conducted to investigate the effect of differe...
2003Adams, M. T.PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/geotechn...
Current design methods for Geosynthetic-Reinforced Soil (GRS) walls consider only the stresses and f...
There is a significant disparity in the design approaches for the numerous reinforced soil systems. ...