... is highly dependent on the loading angle, anchor embedment depth, seabed soil and the mooring line connected due to the complex interaction of mooring line, anchor and seabed soil. However, most of the existing studies focused only on the pullout capacity of torpedo anchor under vertical or inclined loading...

..., provide high pullout capacity for floating structures. The evaluation of the undrained pullout capacity of plate anchors in clay is simplified into two extreme categories, namely, immediate breakaway and no breakaway, which correspond to zero and infinite tensile capacity at the anchor-soil interface...

... for floating wind turbines. Limited studies were carried out on the finite element modeling of suction caissons to measure the pullout capacity in clay for offshore wind turbine foundations (Zhu et al. 2014, Cheng and Wang 2016, Sawicki et al. 2016). However, still there is a research gap for particularly...

... and failure mode of vibrating-mooring pile are analyzed by finite element simulation. According to the calculation, the pullout capacity of a single vibrating-mooring pile in clay foundation with a length of 3.5m can reach 450kN, which is 7.5 times than a concrete pile. BACKGROUND Uplift pile is the main...

... on the pullout capacity. The effect of imperfect keying is investigated using a 3D numerical analysis. SEPLA with a vertical pull out load is studied, and the inclination of the plate is considered between 5 and 30 degrees. The reduction in the breakout factor in comparison with the ideal scenario is presented...

... Abstract A full-flow penetrometer is utilized as a site characterization tool in this paper to estimate the pullout capacity of a deep sea anchor foundation. The penetration of a full-flow (ball) penetrometer is first modeled in an explicit dynamics model to identify the zone over which...

... Abstract There has been limited research on LRFD of pile pullout as a reasonable pile pullout capacity estimation is not available for driven piles. One of the most accurate design methods for compressive ultimate capacity of driven pile is the Imperial College Pile (ICP) design method...

..., construction, and installation of these two tripod suction pile foundation systems are briefly described in this manuscript. sustainable development tripod suction pile foundation system meteorological tower social responsibility installation mechanism sustainability pullout capacity wind energy...

... Abstract ESA has padeye on its side wall so as to be pulled out in any direction. In addition, embedded suction anchor2 (ESA2) that has padeye on both sides can be pulled out in vertical direction. A series of centrifugal tests were conducted to evaluate the maximum vertical pullout capacity...

... the pullout capacity of a suction caisson subjected to various oblique loadings. The FE modeling is performed using Abaqus FE software. In the mooring systems, the caisson could have a significant movement and rotation before reaching to the maximum pullout force. Therefore, the Arbitrary Lagrangian Eulerian...

..., which shows a rapid increase to reach to peak pullout capacity and starts decreasing gradually until the pullout capacity reach its steady state. At the steady state some specimens showed some fluctuations in the pullout capacity values at large displacements. The Particle Image Velocimetry (PIV...

... ABSTRACT: This paper presents the pullout behavior of suction pile using finite difference method; and the commercial software, FLAC3D, was employed for the numerical analyses. The conventional equation for predicting ultimate pullout capacity for sliding failure was compared...

... al. (2009) among others, and numerically by Song et al. (2009), Wang et al. (2011) and Yang et al. (2012). plate anchor loading load level embedment proceedings application pullout capacity subsea system sequence sepla cyclic loading randolph mooring system upstream oil & gas...

... to describe a VELPA's failure when the embedment of the anchor is shallower than 3 times its height, and a confined general shear failure mechanism is more appropriate when the embedment is deeper. The keying angle plays an important role in development of the Ultimate Pullout Capacity (UPC) of a VELPA...

... upstream oil & gas pullout capacity move downward suction pile offshore horizontal loading capacity model container maximum loading capacity test result model suction pile container loading capacity cho loading point centrifuge model test engineering load inclination angle...

... a substantial pull-out capacity. installation force installation response pullout capacity total installation force displacement cohesion tapered suction caisson equivalent upright caisson penetration installation numerical model investigation caisson total force upright caisson wall...

... anchor pullout capacity consolidation strength membrane finite element model soft clay upstream oil & gas interface finite element analysis inflation pressure cavity expansion inflatable anchor undrained shear strength anchor system Numerical Study of the Mechanics...

... equipment tapered caisson normalized pullout capacity investigation suction caisson upright caisson wall slope friction angle 27 tapered suction caisson upstream oil & gas caisson pullout capacity upright suction caisson enhancement rate numerical result equivalent upright caisson...

... system failure mechanism analytical method pullout capacity dissipation In this paper a numerical study of the effects of the initial and the long-term loadings of suction caissons is presented. 2D and 3D simulations were done. The soil considered was a soft normally consolidated clay...

... calcareous sand electrode configuration 2 shear wave velocity electrokinetic treatment electrode configuration 1 electric field intensity voltage caisson model skin friction test ec1 pullout capacity cementation Paper No. 2006-JSC-126 Rittirong 1 Effect of Electric Field Intensity on Electro...