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Sand grain crushing and interface shearing during displacement pile installation in sandYANG, Z. X; JARDINE, R. J; ZHU, B. T et al.Geotechnique. 2010, Vol 60, Num 6, pp 469-482, issn 0016-8505, 14 p.Article

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Experimental study of boundary effects in dynamic centrifuge modellingTEYMUR, B; MADABHUSHI, S. P. G.Geotechnique. 2003, Vol 53, Num 7, pp 655-663, issn 0016-8505, 9 p.Article

Experimental study of cone penetration in silica sand using digital image correlationARSHAD, M. I; TEHRANI, F. S; PREZZI, M et al.Geotechnique. 2014, Vol 64, Num 7, pp 551-569, issn 0016-8505, 19 p.Article

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Numerical simulation of pushover tests on a model jack-up platform on clayVLAHOS, G; CASSIDY, M. J; MARTIN, C. M et al.Geotechnique. 2011, Vol 61, Num 11, pp 947-960, issn 0016-8505, 14 p.Article

Experimental and Theoretical Studies of Vertical Piles Reinforced Sand Slopes Loaded with Strip FootingKRISHNA RAO, S. V; NASR, Ahmed M. A.ASTM geotechnical testing journal. 2010, Vol 33, Num 5, pp 385-396, issn 0149-6115, 12 p.Article

Generalised scaling relations for dynamic centrifuge testsIAI, S; TOBITA, T; NAKAHARA, T et al.Geotechnique. 2005, Vol 55, Num 5, pp 355-362, issn 0016-8505, 8 p.Article

On microstructural tests for poroelastic materials and corresponding Gassmann-type relationsWILMANSKI, K.Geotechnique. 2004, Vol 54, Num 9, pp 593-603, issn 0016-8505, 11 p.Article

Variable-head field permeability tests in driven flush-joint casings: Physical and numerical modelingCHAPUIS, Robert P; CHENAF, Djaouida.ASTM geotechnical testing journal. 2003, Vol 26, Num 3, pp 245-256, issn 0149-6115, 12 p.Article

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Physical modelling of pile penetration in clay using transparent soil and particle image velocimetryNI, Q; HIRD, C. C; GUYMER, I et al.Geotechnique. 2010, Vol 60, Num 2, pp 121-132, issn 0016-8505, 12 p.Article

Mitigation of Vortex-Induced Motion (VIM) on a Monocolumn Platform: Forces and MovementsGONCALVES, Rodolfo T; FUJARRA, André L. C; ROSETTI, Guilherme F et al.Journal of offshore mechanics and Arctic engineering. 2010, Vol 132, Num 4, issn 0892-7219, 041102.1-041102.16Article

STRENGTH OF CORRODED PIPELINESASTANIN, V. V; BORODACHEV, N. M; BOGDAN, S. Yu et al.Strength of materials. 2009, Vol 41, Num 5, pp 506-515, issn 0039-2316, 10 p.Conference Paper

Contributions to Géotechnique 1948-2008 : Physical modellingWHITE, D. J.Geotechnique. 2008, Vol 58, Num 5, pp 413-421, issn 0016-8505, 9 p.Article

An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element modelCUI, L; O'SULLIVAN, C; O'NEILL, S et al.Geotechnique. 2007, Vol 57, Num 10, pp 831-844, issn 0016-8505, 14 p.Article

Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clayYIN, J.-H; FANG, Z.Geotechnique. 2006, Vol 56, Num 1, pp 63-68, issn 0016-8505, 6 p.Article

Stress and pore pressure changes due to sand compaction pile installation in soft clayLEE, F. H; JUNEJA, A; TAN, T. S et al.Geotechnique. 2004, Vol 54, Num 1, pp 1-16, issn 0016-8505, 16 p.Article

Application of model tests on cohesive bulk solids using silo centrifuge techniqueGROSSSTÜCK, Marco; SCHWEDES, Jörg.Powder technology. 2005, Vol 157, Num 1-3, pp 149-155, issn 0032-5910, 7 p.Conference Paper

Experimental Comparison of Two Degrees-of-Freedom Vortex-Induced Vibration on High and Low Aspect Ratio Cylinders with Small Mass RatioGONCALVES, Rodolfo T; ROSETTI, Guilherme F; FUJARRA, André L. C et al.Journal of vibration and acoustics. 2012, Vol 134, Num 6, issn 1048-9002, 061009.1-061009.7Article

Effects of bond crushing on the settlements of shallow foundations on soft rocksNOVA, R; PARMA, M.Geotechnique. 2011, Vol 61, Num 3, pp 247-261, issn 0016-8505, 15 p.Article

Photoelastic and photographic study of a granular materialLESNIEWSKA, D; MUIR WOOD, D.Geotechnique. 2011, Vol 61, Num 7, pp 605-611, issn 0016-8505, 7 p.Article

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Physical modelling of deformations around piling augers in clayHIRD, C. C; NI, Q; GUYMER, I et al.Geotechnique. 2011, Vol 61, Num 11, pp 993-999, issn 0016-8505, 7 p.Article