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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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