A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations
Abstract The paper reports the construction and surcharge load-testing of three (3) large-scale (~2.50 m-tall) GRS bridge abutment models in an outdoor test station to investigate the influences that the facing type and reinforcement spacing could have on their load-bearing performance. The facing types examined included cored Concrete Masonry Units (CMU) in Model #1 and much larger solid concrete blocks in Models #2 and #3. Reinforcement spacing in the first two models was 0.20 m, whereas it was increased to 0.30 m in the third model. Results show that using large facing blocks in GRS abutments could lead to significant improvements in their load-deformation performance relative to those with the CMU facing alternative. This improvement was observed even in the case of model with increased reinforcement spacing. Therefore, use of larger facing blocks could also help reduce the cost of GRS abutments by reducing the need for tighter reinforcement.
Highlights Influences of facing type and reinforcement spacing are investigated using 3 field-scale GRS bridge abutment models. Facing types included CMU and much larger, solid concrete blocks. Reinforcement spacing varied between 0.2 and 0.3 m. Large facing blocks led to significant improvements in abutment load-deformation performance relative to CMU facing. This improvement was observed even with increased reinforcement spacing, which could lead to cost savings.
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations
Abstract The paper reports the construction and surcharge load-testing of three (3) large-scale (~2.50 m-tall) GRS bridge abutment models in an outdoor test station to investigate the influences that the facing type and reinforcement spacing could have on their load-bearing performance. The facing types examined included cored Concrete Masonry Units (CMU) in Model #1 and much larger solid concrete blocks in Models #2 and #3. Reinforcement spacing in the first two models was 0.20 m, whereas it was increased to 0.30 m in the third model. Results show that using large facing blocks in GRS abutments could lead to significant improvements in their load-deformation performance relative to those with the CMU facing alternative. This improvement was observed even in the case of model with increased reinforcement spacing. Therefore, use of larger facing blocks could also help reduce the cost of GRS abutments by reducing the need for tighter reinforcement.
Highlights Influences of facing type and reinforcement spacing are investigated using 3 field-scale GRS bridge abutment models. Facing types included CMU and much larger, solid concrete blocks. Reinforcement spacing varied between 0.2 and 0.3 m. Large facing blocks led to significant improvements in abutment load-deformation performance relative to CMU facing. This improvement was observed even with increased reinforcement spacing, which could lead to cost savings.
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations
Hatami, Kianoosh (author) / Doger, Ridvan (author)
Geotextiles and Geomembranes ; 49 ; 1139-1148
2021-03-22
10 pages
Article (Journal)
Electronic Resource
English
Allowable Bearing Pressures of Bridge Sills on GRS Abutments with Flexible Facing
| British Library Online Contents | 2006
Allowable Bearing Pressures of Bridge Sills on GRS Abutments with Flexible Facing
| Online Contents | 2006
Influence of Facing on the Performance of GRS Bridge Abutments
| Springer Verlag | 2020