A three-spring model and semi-analytical solution for offshore anti-toppling helical piles under lateral loading

Generalized solutions for axially and laterally loaded piles in multilayered soil deposits with transfer matrix method

10.1061/(asce)gm.1943-5622.0000800 · doi-reference

Topology optimization on a jacket structure for offshore wind turbines by altering structural design domain

10.1016/j.apor.2025.104421 · doi-reference

A 3D non-orthogonal plastic damage model for concrete

10.1016/j.cma.2019.112716 · doi-reference

Assessment of microfabric evolution in coral sand foundations reinforced by the vibroflotation compaction method

10.1016/j.trgeo.2025.101698 · doi-reference

Kinematic analysis of pile in anisotropic poroelastic soil subjected to vertical incident S-waves

10.1016/j.jrmge.2025.07.026 · doi-reference

Utilization of waste marine dredged clay inpreparing controlled low strength materials with polycarboxylate superplasticizer and ground granulated blast furnace slag

10.1016/j.jobe.2023.107351 · doi-reference

Seismic response of pile group embedded in unsaturated soil considering the coupling of kinematic and inertia pile-pile interactions

10.1016/j.compgeo.2024.106937 · doi-reference

Initial horizontal dynamic impedance of single anti-toppling helical pile for offshore wind turbines

10.1016/j.oceaneng.2024.118048 · doi-reference

Numerical analysis of post-cyclic ultimate bearing capacity of helical anchors in clay

10.1016/j.oceaneng.2026.124583 · doi-reference

Simplified approach for prediction of nonlinear response of bored pile embedded in sand

10.1016/j.sandf.2019.07.011 · doi-reference

Data-driven identification of three-dimensional spatial distribution of soft soil pockets below seabed for land reclamation using limited cone penetration tests

10.1016/j.compgeo.2026.107915 · doi-reference

Cone penetration test (CPT)-based soil classification and stratification with consideration of data cross-correlation and noises

10.1007/s11440-025-02732-6 · doi-reference

Study on the longitudinal vibration characteristics of large-diameter piles and necked piles in stratified frozen soil

10.1016/j.soildyn.2026.110404 · doi-reference

Theoretical analysis for dynamic response of helical pipe pile based on helix-modified impedance transfer method

10.1016/j.compgeo.2025.107557 · doi-reference

Revised pile-pile mutual interaction factors for seismic analysis of end-bearing pile groups embedded in saturated stratum

10.1016/j.soildyn.2024.108745 · doi-reference

Reliability updating of copula-dependentspatially variable soil slopes based on data-augmented MGPR model along slipsurfaces

10.1016/j.enggeo.2025.108280 · doi-reference

Fatigue constrained topology optimization for the jacket support structure of offshore wind turbine under the dynamic load

10.1016/j.apor.2023.103812 · doi-reference

Evaluation of coefficient of subgrade reaction

10.1680/geot.1955.5.4.297 · doi-reference

Development of a p-multiplier for laterally loaded single batter piles in sand based on simple upper bound analysis

10.1016/j.compgeo.2025.107268 · doi-reference

A theoretical approach for axial compressive analysis of helical piles supporting offshore jacket structures

10.1016/j.oceaneng.2026.124602 · doi-reference

A modified failure wedge model for modeling soil-pile interaction of laterally loaded piles in sand considering slope effect

10.1061/ijgnai.gmeng-10256 · doi-reference

Lateral soil-pile interaction of large-diameter rigid monopiles supporting OWTs in clay: insights and an enhanced theoretical model

10.1016/j.apor.2024.104093 · doi-reference

Effects of simultaneous torsional and lateral loads on shaft piles with fins in Sandy soil

10.1007/s10706-024-02757-w · doi-reference

Upper bound limit analysis of circular foundations on clay under general loading

10.1680/geot.2003.53.9.785 · doi-reference

Lateral capacity of helical piles in clays

10.1061/(asce)0733-9410(1996)122:11(938) · doi-reference

Enhanced lateral capacity of hybrid helical-skirted foundations in clay for offshore wind turbines

10.1016/j.apor.2026.105091 · doi-reference

Transfer matrix approach for nonlinear pile group response analysis

10.1002/nag.1610090402 · doi-reference

Static equilibrium of screw anchor pile under lateral load in sands

10.1007/s10706-010-9342-4 · doi-reference

An improved large-strain RITSS method for quasi-static jacked-pile installation and post-installation consolidation analysis in soft clay

10.1016/j.compgeo.2026.108202 · doi-reference

A 3D fractional elastoplastic constitutive model for concrete material

10.1016/j.ijsolstr.2019.02.004 · doi-reference

The influence of incorporating a forecutter on the performance of offshore pipeline ploughs

10.1016/j.apor.2012.11.001 · doi-reference

Experimental study on the deformation of sandy soil around multi-helical anchor piles under horizontal load

10.1016/j.apor.2023.103721 · doi-reference

Three-dimensional finite-element modeling of true-helix piles in sand under axial compression

10.1061/ijgnai.gmeng-13041 · doi-reference

Plastic response of circular footings on sand under general planar loading

10.1680/geot.1999.49.4.453 · doi-reference

Undrained lateral pile response in sloping ground

10.1061/(asce)gt.1943-5606.0000373 · doi-reference

Fracture characteristics of surrounding rocks in lined rock caverns for compressed air energy storage

10.1016/j.jrmge.2026.04.011 · doi-reference

Axial compressive capacity of helical piles from field tests and numerical study

10.1139/cgj-2012-0487 · doi-reference

Lateral performance and p-y curves for large-capacity helical piles installed in clayey glacial deposit

10.1061/(asce)gt.1943-5606.0002063 · doi-reference

Axial compressive response of large-capacity helical and driven steel piles in cohesive soil

10.1139/cgj-2012-0331 · doi-reference

Some recent research on the bearing capacity of foundations

10.1139/t63-003 · doi-reference