Pullout Resistance of Vertical Anchorsby Braja M. Das, (A.M.ASCE), Asst. Prof.; Dept. of Civ. Engrg., Tri-State Coll., Angola, Ind.,
Serial Information: Journal of the Geotechnical Engineering Division, 1975, Vol. 101, Issue 1, Pg. 87-91
Document Type: Journal Paper
Abstract: Interest has been shown by investigators in the study of passive resistance of vertical anchors subjected to horizontal pull in cohesion less soils. The present general practice of determining the ultimate resistance of shallow anchors by use of Coulomb's passive pressure theory seems uneconomical. In this study, the pullout resistances of shallow vertical square and circular anchors have been investigated.
Subject Headings: Load and resistance factor design | Anchors | Pullout behavior | Cohesive soils | Passive pressure |
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