Journal ArticleDOI
The behaviour of anchor plates in sand
R. K. Rowe,E. H. Davis +1 more
Reads0
Chats0
TLDR
In this paper, the authors describe a theoretical investigation into the behavior of anchor plates in sand, considering the effects of anchor embedment, friction angle, dilatancy, initial stress and initial stress on the anchor.Abstract:
This Paper describes a theoretical investigation into the behaviour of anchor plates in sand. Consideration is given to the effects of anchor embedment, friction angle, dilatancy, initial stress st...read more
Citations
More filters
Journal ArticleDOI
Uplift of Anchor Plates in Sand
Edward J. Murray,James D. Geddes +1 more
TL;DR: In this article, an investigation into the vertical uplift of anchor plates in a cohesionless medium is described, and factors investigated in relation to the loaddisplacement response were the size and shape of plate.
Journal ArticleDOI
The ultimate pullout capacity of anchors in frictional soils
R. S. Merifield,Scott W. Sloan +1 more
TL;DR: In this article, the authors present the results of a rigorous numerical study to estimate the ultimate pullout load for vertical and horizontal plate anchors in frictional soils, which is based on finite element formulations of the upper and lower bound theorems of limit analysis.
Journal ArticleDOI
The behaviour of anchor plates in clay
R. K. Rowe,E. H. Davis +1 more
TL;DR: In this paper, the undrained behavior of anchor plates with a vertical or horizontal axis, resting in a saturated clay, is examined and theoretical consideration is given to the effects of anchor embedment, layer by layer.
Journal ArticleDOI
Uplift Force‐Displacement Response of Buried Pipe
TL;DR: The design of buried pipelines in areas of vertical ground movement is governed, in part, by the magnitude of the forces imposed on the pipe and the displacements at which they are developed as mentioned in this paper.
Journal ArticleDOI
Uplift behavior of horizontal anchor plates in sand
TL;DR: In this paper, the influence of anchor geometry, embedment, and soil density on the uplift capacity of one-meter prototype anchors was investigated by subjecting 25mm models to an acceleration of 40 g in the Liverpool centrifuge.