Shear performance of plain concrete cross-section based on permanent Uni-wall system
- Authors
- Kim, Seunghun; Noh, Sam-young
- Issue Date
- May-2015
- Publisher
- MANEY PUBLISHING
- Keywords
- Permanent Uni-wall system; Shear strength; Plain concrete; Shear test; Retaining wall
- Citation
- MATERIALS RESEARCH INNOVATIONS, v.19, pp.850 - 854
- Indexed
- SCIE
SCOPUS
- Journal Title
- MATERIALS RESEARCH INNOVATIONS
- Volume
- 19
- Start Page
- 850
- End Page
- 854
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/18381
- DOI
- 10.1179/1432891714Z.0000000001206
- ISSN
- 1432-8917
- 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.
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Collections - COLLEGE OF ENGINEERING SCIENCES > MAJOR IN ARCHITECTURAL ENGINEERING > 1. Journal Articles
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