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Pullout load capacity of circular earth anchor buried in sand
Results of pullout load capacity tests performed on model earth anchors; techniques of dimensional analysis are used to develop empirical relationships among anchor size, depth of anchor embedment, and pullout capacity for single anchors of circular cross-section buried in dense uniform sand; range of ratio of depth of embedment to anchor diameter studied corresponds to general range found in field applications of earth anchors that are used to provide tieback resistance for retaining structures and uplift resistance for transmission towers, utility poles, moorings, etc; results of two full-scale field tests of Webb-Lipow type anchors are also reported.
Pullout load capacity of circular earth anchor buried in sand
Results of pullout load capacity tests performed on model earth anchors; techniques of dimensional analysis are used to develop empirical relationships among anchor size, depth of anchor embedment, and pullout capacity for single anchors of circular cross-section buried in dense uniform sand; range of ratio of depth of embedment to anchor diameter studied corresponds to general range found in field applications of earth anchors that are used to provide tieback resistance for retaining structures and uplift resistance for transmission towers, utility poles, moorings, etc; results of two full-scale field tests of Webb-Lipow type anchors are also reported.
Pullout load capacity of circular earth anchor buried in sand
Nat Research Council -- Highway Research Board -- Research Rec
Baker, W.H. (author) / Kondner, R.L. (author)
1966
10 pages
Article (Journal)
English
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