Finite element modelling of laterally loaded piles in a dense marine sand at Dunkirk by Taborda, DMG, Zdravkovic, L, Potts, DM, Burd, HJ, Byrne, BW, Gavin, KG, Houlsby, GT, Jardine, RJ, Liu, T, Martin, CM, McAdam, RA

PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till by Byrne, BW, Houlsby, GT, Burd, HJ, Gavin, KG, Igoe, DJP, Jardine, RJ, Martin, CM, McAdam, RA, Potts, DM, Taborda, DMG, Zdravkovic, L

Finite element modelling of laterally loaded piles in a stiff glacial clay till at Cowden by Zdravkovic, L, Taborda, DMG, Potts, DM, Abadias, D, Burd, HJ, Byrne, BW, Gavin, K, Houlsby, GT, Jardine, RJ, Martin, CM, McAdam, RA, Ushev, E

Application of the PISA design model to monopiles embedded in layered soils by Burd, H, Abadie, C, Byrne, B, Houlsby, G, Martin, C, McAdam, R, Jardine, RJ, Pedro, AMG, Potts, DM, Taborda, DMG, Zdravkovic, L, Pacheco Andrade, M

Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk by McAdam, RA, Byrne, BW, Houlsby, GT, Beuckelaers, WJAP, Burd, HJ, Gavin, KG, Igoe, DJP, Jardine, RJ, Martin, CM, Muir Wood, A, Potts, DM, Skov Gretlund, J, Taborda, DMG, Zdravković, L