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Tensile Capacity of Short Anchor Bolts Used in Multiple-Anchored Retaining Wall

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 36 Issue 2 Page 247-254
published_at 1986
KJ00000156599.pdf
[fulltext] 564 KB
Title
多数アンカー式擁壁に用いたショートアンカーボルトの引抜き耐力
Tensile Capacity of Short Anchor Bolts Used in Multiple-Anchored Retaining Wall
Creators Hino Shinichi
Creators Hamada Sumio
Creators Kaneyuki Keiji
Creators Hasegawa Hiroshi
Source Identifiers
Precast multiple-anchored walls have been used in concrete retaining walls due to its quick and economic construction. A short anchor bolt embedded in such wall and slab structures, whose depth are shallow, do not have sufficient embedment length to develop tensile yield stress in the bolt. The purpose of this study is to provide design data and an improvement in tensile capacity of short anchor bolts. As the results of the study, use of the anchor plate provides greater ultimate strength for such a short anchor bolt developed in concrete and ultimate strength formula based on the idealized conical failure can correctly estimate its tensile capacity. Reinforcement in concrete can increase ultimate strength and ductility after the initiation of cracking. In addition, design considerations for the multiple-anchored retaining wall were suggested on the basis of the experimental results.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1986
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部