THEORETICAL BEHAVIOR OF EMBEDDED GEOGRID UNDER PULL-OUT LOADING

Effect of Geogrid Aperture Size and Soil Particle Size on Geogrid-Soil Interaction under Pull-Out Loading

Theoretical model of piezoelectric fibre pull-out

A theoretical model of a single piezoelectric fibre pull-out is developed to study the interaction between fibre deformation, pull-out stress and corresponding electrical field. Computer simulation of the stress–displacement curve of the fibre pull-out process is presented. Numerical examples show that the piezoelectric fibre pull-out behaviour can be both described and affected by its electric...

Evaluation of Influencing Factors on the Pull-out Behavior of Suction Caissons

Suction caisson is a type of floor foundation for the offshore structures that is also called suction pile, bucket foundation, suction anchor, or sometimes ridge foundation depending on its application. In two past decades, this type of foundation has been widely used around the world as the fixed offshore foundation, anchor of the floating platforms, as well as the foundation of other marine s...

Pull-out Behavior of Cfrp Single-strap Ground Anchors

Pull-out experiments were performed on four carbon fiber-reinforced polymer (CFRP) ground anchors simulating their applications in rock and soil. The CFRP tendons used in these anchors comprise a single-strap end on both the ground and air sides. On the ground side, the single-strap end is embedded in a cylinder of high-strength grout which fits into the borehole. In rock applications, the grou...

Kinematic Behavior of Geogrid Reinforcements during Earthquakes

Re clic loading ge mmary of the r a large-scale commodates so ferent shear an e testing prog tors affecting tensibility of aracteristics of tial static load ting program. ect of these pa ll as the dis aluated. Concl nforced earth w Keywords—G d Large scale T EOTECHN interaction en well inves e same interac ll need to be cognized that fine the effec d incorporate rth structures Within the la uct...