Journal Paper Publications

O’Sullivan, C., Taylor, H., Shire, T., Moinet, W.W. (2018) “Influence of the coefficient of uniformity on the size and frequency of constrictions in sand filters”. Géotechnique 69(3: 274-282. https://doi.org/10.1680/jgeot.17.T.051

Altuhafi, F., Jardine, R.J., Georgiannou, V.N., Moinet, W.W. (2018) “Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles”. Géotechnique. 68(6): 546-555 http://dx.doi.org/10.1680/jgeot.17.P.117.

Taylor, H.F., O’Sullivan, C., Sim, W.W. Carr, S.J. (2017) “Sub-Particle-Scale Investigation of Seepage in Sands”. Soils and Foundations. 57(3): 439-452.

Otsubo, M., O’Sullivan, C., Hanley, K.J. & Sim, W.W. (2017) “Influence of packing density and stress on the dynamic response of granular materials”. Granular Matter 19(3):50. doi:10.1007/s10035-017-0729-2

Otsubo, M., O’Sullivan, C., Hanley, K.J. & Sim, W.W. (2017) “The influence of particle surface roughness on elastic stiffness and dynamic response”. Géotechnique. 67(5): 452-459. DOI: http://dx.doi.org/10.1680/jgeot.16.P.050

Taylor, H., O’Sullivan, C. & Sim, W. W. (2016) “Geometric and hydraulic void constrictions in granular media”. Journal of Geotechnical and Geoenvironmental Engineering 142(11). DOI: 10.1061/(ASCE)GT.1943- 5606.0001547. (Online 16/06/2016)

Aghakouchak, A., Sim, W.W. & Jardine, R.J. (2015) “Stress path laboratory tests to characterise the cyclic behaviour of piles driven in sands”. Soils and Foundations. 55(5): 917-928 DOI: 10.1016/j.sandf.2015.08.001

Taylor, H., O’Sullivan, C. & Sim, W. W. (2015) “A new method to identify void constrictions in micro-CT images of sand”. Computers and Geotechnics. 69: 279–290. DOI: 10.1016/j.compgeo.2015.05.012

Otsubo, M., O’Sullivan, C., Sim, W.W. & Ibraim, E. (2015) “Quantitative assessment of the influence of surface roughness on soil stiffness”. Géotechnique. 65(8): 694 – 700. DOI: 10.1680/geot./14-T-028

Fonseca, J., Sim, W. W., Shire, T. & O’Sullivan, C. (2014) “Microstructural analysis of sands with varying degrees of internal stability”. Géotechnique. 64(5): 405 – 411. DOI: 10.1680/geot.13.T.014

Sim, W. W., Aghakouchak, A., & Jardine, R. J. (2013) “Cyclic triaxial tests to aid offshore pile analysis and design”. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering 166 (GE2):111 – 121.

Sim, W. W., Towhata, I., & Yamada, S. (2012) “one-g shaking table experiments on buried pipelines crossing a strike-slip fault”. Géotechnique. 62(12):1067 – 1079

Sim, W. W., Towhata, I., Yamada, S. & Moinet, G., J., -M. (2012) “Shaking table tests modelling small diameter pipes crossing a vertical fault”. Soil Dynamics and Earthquake Engineering 35: 59-71.

Sim, W. W. & Towhata, I. (2009) “Model tests examining the factors affecting the strains in buried pipes during simultaneous strike-slip faulting and shaking”. Journal of Harbin Institute of Technology (New Series) 16, Sup. 1: 12 – 18

López-Querol, S., Coop; M. R., Bommer; J. J., Fenton, C., Sim, W. W. (2007) “Back-analysis of liquefaction in the 2006 Mozambique earthquake”. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 1 (2): 89 – 101