... friction reservoir characterization specimen formulation shear wave propagation velocity geology log analysis strength procedure coarse-grained material laboratory testing figure 6 triaxial test cidc test innovative geotechnology wood thilsted Innovative Geotechnologies for Energy...

... on the Hoek-Brown failure criterion. The p-y curve formulation incorporates the softening and residual behaviour of the material at larger strains which is typically observed in strong rocks. The results obtained are compared to a 3D model using the Finite Element Method (FEM) adopting the Hoek-Brown...

... its accuracy. It also explains the process of optimising the methodology across all available driving records and proposing a generic formulation adaptable for different offshore sites. The proposed methodology is dynamic with the option of including more driving records as they become available...

... ABSTRACT: The study introduces a formulation for load-transfer curves ( t − z ) to predict the load-displacement behaviour of offshore steel piles subjected to axial tensile loading. This condition is particularly relevant to foundations for wind turbines in intermediate to deep water...

... contributing factors lies in the inclusion of a vertical effective stress term in the ICP-05 method, which is not included in the Unified method's formulation. 1 Introduction Reliable axial capacity predictions are a key design requirement for large diameter driven piles which continue to be the most...

... conditions are needed. A coupled pore-fluid element ( u-p formulation) has been implemented in ABAQUS via the user-defined element subroutine (UEL) in order to simulate a more realistic behaviour of saturated soils during dynamic loading, while the soil behaviour is modelled using the Hypoplastic model...

... engineering analytical method fe model mudline deflection assessment table offshore wind turbine support structure monopile correlation formulation laboratory test data mudline displacement comparison Innovative Geotechnologies for Energy Transition | The Society for Underwater Technology doi...

... ratios. This database includes results from a new series of lateral pile tests designed to assess the effect of installation method on lateral response. It is shown, for driven piles, that the API p-y formulation overestimates lateral stiffness significantly while predictions obtained using CPT-based...

... correction cone resistance bayesian strain-rate correction case study density function quasi-static cptu information sedimentary geology algorithm machine learning cptu profile tmcmc formulation credible interval src Session 16 - Shallow & Jack-Up Foundations doi:10.3723/WPKI9988 Bayesian...

... optimisation model parameter driveability prediction geometry penetration resistance design method society hamre posterior distribution optimised parameter bayesian optimisation input parameter pile driveability installation formulation srd offshore pile Innovative Geotechnologies...

... system, including alternative modelling scenarios and simulation aspects such as implicit and explicit formulations, mesh size and mesh dependency, the effect of material and contact damping, the water cavitation effect, etc. The numerical output used to evaluate the model, i.e. related to energy...

... or degradation in pile capacity. The degree of degradation was calculated by using a simplified axial degradation model, a formulation that encompasses average and cyclic loads along with a prediction of the number of cycle to failure of the pile. The results indicated that few intensity cyclic loading rapidly...

...- mental frequencies are much higher than best- estimate predictions using the API p-y formulation for piles in sand. This may be due to an under- prediction of the soil stiffness. For example, full- scale measurements for three randomly chosen off- shore wind turbines located in sand profiles...