Shear performance of plain concrete cross-section based on permanent Uni-wall system
- Title
- Shear performance of plain concrete cross-section based on permanent Uni-wall system
- Author
- 노삼영
- Keywords
- Permanent Uni-wall system; Shear strength; Plain concrete; Shear test; Retaining wall; SEGMENTAL BRIDGES; STRENGTH; JOINTS
- Issue Date
- 2015-05
- Publisher
- MANEY PUBLISHING
- Citation
- MATERIALS RESEARCH INNOVATIONS, v. 19, Page. 850-854
- Abstract
- "For the permanent Uni-wall system method, horizontal shear reinforcements are not placed in the joints between the circular casing pile and special casing pile. The joints of piles consequently have a plain concrete section. This study aims to evaluate the shear performance of the plain concrete cross-section found in the permanent Uni-wall system method. This paper analysed the existing design code for a plain concrete cross-section, examined the shear performance of joints through shear experiments, and then compared the results with those from a structural analysis. From the test results, it was found that the minimum shear strength of all specimens had 2.98 times greater bearing capacity than the nominal shear strength."
- URI
- http://www.tandfonline.com/doi/abs/10.1179/1432891714Z.0000000001206http://hdl.handle.net/20.500.11754/36297
- ISSN
- 1432-8917; 1433-075X
- DOI
- 10.1179/1432891714Z.0000000001206
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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