Ultimate Uplift Capacity Relation of Plate Anchor Using Model Testing

• Published in: KSCE journal of civil engineering Vol. 26; no. 12; pp. 5022 - 5037
• Main Authors: Hong, Seok-Woo, Geum, Dong-Heon, Seo, Minsu
• Format: Journal Article
• Language: English
• Published: Seoul Korean Society of Civil Engineers 01.12.2022; Springer Nature B.V; 대한토목학회
• Subjects: Anchors; Bearing capacity; Civil Engineering; Classification; Depth; Engineering; Failure mechanisms; Friction; Geotechnical Engineering; Geotechnical Engineering & Applied Earth Sciences; Industrial Pollution Prevention; Model testing; Plane strain; Shape; Underground structures; Uplift; 토목공학; Plate anchor; Zero-extension direction; Model test; Uplift capacity; Shallow depth
• ISSN: 1226-7988; 1976-3808
• DOI: 10.1007/s12205-022-1210-2

Friction anchors are gaining popularity in civil structures. However, the bond length can be increased to use the friction between the ground and friction anchor body. They are often bonded deep in the ground and fixed to the bedrock; this causes problems, including the anchor overlapping the underg...