This paper presents the uplift behavior of horizontal square anchor in cohesionless soil
reinforced with or without geocell in cohesionless soil using three dimensional analyses …

The paper investigates the behaviour of groups of horizontal square anchor plates in
geogrid-reinforced sand using laboratory model tests. The optimum spacing for two anchor …

Methods for calculating the uplift capacity of horizontal anchor plates have the problem of
artificially distinguishing shallow and deep buried types in advance, but the classification …

During the last few years, many researchers have studied experimentally and numerically
the behaviour of single under-reamed piles subjected to vertical forces in sand. Surprisingly …

Anchor plates in groups are widely used to increase the uplift performance of foundations for
different structures. In this study, the influence of embedment depth, geogrid stiffness, and …

An innovative plate anchor, increasing its bearing section area during uplift is introduced in
this paper. In this experimental study, the influence of the embedment ratio (depth of …

An experimental study on sand deformation around two-plate anchors connected to one
shaft was conducted by using the digital image correlation technique to investigate load …

Similar to pile group, the process of designing an anchor group requires the determination of
an efficiency factor that describes the overlapping effects of neighboring anchors. This …

One of the leading causes for the damage of various underground structures during an
earthquake is soil liquefaction, and among this liquefaction-induced uplift of these structures …

Many offshore and onshore platforms are constructed widely, especially in the energy
supply sector. So far, various anchors with different shapes have been introduced for these …