The results of scale model tests of uplift capacity of shallow and deep anchors in loose fully saturated sands are presented. The anchors were subjected to static, cyclic and post cyclic loading. The parameters tested included the effects of embedment ratio, anchor shape, relative soil density, amplitude and number of cycles, and post cyclic response to loading. The factors influencing the behavior of the anchors are discussed
Most analytical approaches for the design of shallow plate and screw anchors in tension are based on...
Abstract: This paper presents the experimental investigations on the behaviour of a group of single,...
This paper examines the effect of consolidation on a shallowly embedded horizontal plate anchor in m...
In civil engineering works, anchors are sometimes used to support uplift of tensile forces. The inst...
Plate and screw anchors provide a significant uplift capacity and have multiple applications in both...
Ground anchors are applicable to Sea-walls, transmission tower, buried pipeline, etc. in which they ...
An investigation into the uplift response of irregularly shaped anchors in sand is described. Factor...
Plate and screw anchors provide a significant uplift capacity and have multiple applications in both...
This thesis presents a comparison between measured breakout capacity and a range of theoretical capa...
The work, presented in this thesis describes an investigation into the behaviour of plate anchors em...
AbstractAnchors are foundation systems used to withstand uplift forces acting on to the foundations ...
This thesis reports on an investigation into the behaviour of circular plate anchors embedded in dry...
Physical and computational studies investigating the uplift response of 1 m wide strip anchors in sa...
This thesis presents a comparison between measured breakout capacity and a range of theoretical capa...
This paper presents an innovative soil anchor in loose and dense sand. Many studies on the anchor pl...
Most analytical approaches for the design of shallow plate and screw anchors in tension are based on...
Abstract: This paper presents the experimental investigations on the behaviour of a group of single,...
This paper examines the effect of consolidation on a shallowly embedded horizontal plate anchor in m...
In civil engineering works, anchors are sometimes used to support uplift of tensile forces. The inst...
Plate and screw anchors provide a significant uplift capacity and have multiple applications in both...
Ground anchors are applicable to Sea-walls, transmission tower, buried pipeline, etc. in which they ...
An investigation into the uplift response of irregularly shaped anchors in sand is described. Factor...
Plate and screw anchors provide a significant uplift capacity and have multiple applications in both...
This thesis presents a comparison between measured breakout capacity and a range of theoretical capa...
The work, presented in this thesis describes an investigation into the behaviour of plate anchors em...
AbstractAnchors are foundation systems used to withstand uplift forces acting on to the foundations ...
This thesis reports on an investigation into the behaviour of circular plate anchors embedded in dry...
Physical and computational studies investigating the uplift response of 1 m wide strip anchors in sa...
This thesis presents a comparison between measured breakout capacity and a range of theoretical capa...
This paper presents an innovative soil anchor in loose and dense sand. Many studies on the anchor pl...
Most analytical approaches for the design of shallow plate and screw anchors in tension are based on...
Abstract: This paper presents the experimental investigations on the behaviour of a group of single,...
This paper examines the effect of consolidation on a shallowly embedded horizontal plate anchor in m...