FLEXURAL SHEAR EXPERIMENT OF CAST-IN-PLACE PILE USING LOW QUALITY RECYCLED AGGREGATE CONCRETE WITH VINYLON FIBER

被引:0
|
作者
Morohashi N. [1 ]
Ogawa A. [2 ]
机构
[1] Dept. of Architecture and Architectural Engineering, College of Industrial Technology, Nihon Univ.
[2] KURARAY Co., Ltd.
关键词
Cast-in-place pile; Drying shrinkage crack; Drying shrinkage rate; Flexural shear experiment; Low quality recycled aggregate concrete; Vinylon fiber;
D O I
10.3130/aijt.28.1218
中图分类号
学科分类号
摘要
Flexural shear properties of cast-in-place pile using low quality recycled aggregate concrete with vinylon fiber was examined. As the result, drying shrinkage cracks was generated in low quality recycled aggregate concrete cast-in-place pile. The load carrying capacity of the cast-in-place pile was increased by the vinylon fiver under flexural shear experiment. Both cast-in-place pile normal concrete and low quality recycled aggregate concrete, load carrying capacity maintained until final acting load. © 2022 Architectural Institute of Japan. All rights reserved.
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页码:1218 / 1223
页数:5
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