A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Load Transfer by Punching Shear in Pile-Supported Embankments on Soft Grounds
Two types of model tests were performed to investigate the configuration of the punching shear and the loads transferred onto a pile cap beam in pile-supported embankments. The boundary of the punching shear was formed by the soil wedge zone above the cap beam and the plastic state zones at both sides of the soil wedge zone. A theoretical analysis was performed to predict the loads transferred onto a cap beam. The analysis could successfully predict the loads measured in the model tests. Also, the prediction by the analysis showed good agreement with the field results measured in a well-instrumented embankment where pile cap beams were placed into a space that was too wide.
Load Transfer by Punching Shear in Pile-Supported Embankments on Soft Grounds
Two types of model tests were performed to investigate the configuration of the punching shear and the loads transferred onto a pile cap beam in pile-supported embankments. The boundary of the punching shear was formed by the soil wedge zone above the cap beam and the plastic state zones at both sides of the soil wedge zone. A theoretical analysis was performed to predict the loads transferred onto a cap beam. The analysis could successfully predict the loads measured in the model tests. Also, the prediction by the analysis showed good agreement with the field results measured in a well-instrumented embankment where pile cap beams were placed into a space that was too wide.
Load Transfer by Punching Shear in Pile-Supported Embankments on Soft Grounds
Hong, Won Pyo (author) / Hong, Seongwon (author) / Song, Jei Sang (author)
Marine Georesources & Geotechnology ; 29 ; 279-298
2011-10-01
20 pages
Article (Journal)
Electronic Resource
English
Load Transfer by Punching Shear in Pile-Supported Embankments on Soft Grounds
| Online Contents | 2011
Load Transfer by Soil Arching in Pile-supported Embankments
| British Library Online Contents | 2007
Investigation on Load Transfer in Geosynthetic-Reinforced Pile-Supported Embankments
| Springer Verlag | 2025
Investigation on Load Transfer in Geosynthetic-Reinforced Pile-Supported Embankments
| Springer Verlag | 2025
Role of geogrids in load transfer of pile-supported embankments
| British Library Conference Proceedings | 2012