The mechanics of uncemented carbonate sands = Mécanique des sables carbonatés non cimentésCOOP, M. R.Geotechnique. 1990, Vol 40, Num 4, pp 607-626, issn 0016-8505, 20 p.Article

On the behaviour of Thanet Sand: an example of an uncemented natural sandVENTOURAS, K; COOP, M. R.Geotechnique. 2009, Vol 59, Num 9, pp 727-738, issn 0016-8505, 12 p.Article

Quantification of the effects of structure on the compression of a stiff clayGASPARRE, A; COOP, M. R.Canadian geotechnical journal. 2008, Vol 45, Num 9, pp 1324-1334, issn 0008-3674, 11 p.Article

Stiffness of coarse-grained soils at small strainsJOVICIC, V; COOP, M. R.Geotechnique. 1997, Vol 47, Num 3, pp 545-561, issn 0016-8505Article

On the relationship between particle breakage and the critical state of sandsLUZZANI, L; COOP, M. R.Soils and foundations. 2002, Vol 42, Num 2, pp 71-82, issn 0038-0806Article

On the performance of bender elements in triaxial testsALVARADO, G; COOP, M. R.Geotechnique. 2012, Vol 62, Num 1, pp 1-17, issn 0016-8505, 17 p.Article

The measurement of stiffness anisotropy in clays with bender element tests in the triaxial apparatusJOVICIC, V; COOP, M. R.ASTM geotechnical testing journal. 1998, Vol 21, Num 1, pp 3-10, issn 0149-6115Article

On the compression behaviour of reconstituted soilsSHIPTON, B; COOP, M. R.Soils and foundations. 2012, Vol 52, Num 4, pp 668-681, issn 0038-0806, 14 p.Article

Yielding and pre-failure deformation of structured sandsCUCCOVILLO, T; COOP, M. R.Geotechnique. 1997, Vol 47, Num 3, pp 491-508, issn 0016-8505Article

On the mechanics of structured sandsCUCCOVILLO, T; COOP, M. R.Geotechnique. 1999, Vol 49, Num 6, pp 741-760, issn 0016-8505Article

The undrained cyclic behaviour of a carbonate sandQADIMI, A; COOP, M. R.Geotechnique. 2007, Vol 57, Num 9, pp 739-750, issn 0016-8505, 12 p.Article

The measurement of local axial strains in triaxial tests using LVDTsCUCCOVILLO, T; COOP, M. R.Geotechnique. 1997, Vol 47, Num 1, pp 167-171, issn 0016-8505Article

A new interparticle friction apparatus for granular materialsCAVARRETTA, I; ROCCHI, I; COOP, M. R et al.Canadian geotechnical journal. 2011, Vol 48, Num 12, pp 1829-1840, issn 0008-3674, 12 p.Article

The mechanics of an italian silt : an example of 'transitional' behaviourNOCILLA, A; COOP, M. R; COLLESELLI, F et al.Geotechnique. 2006, Vol 56, Num 4, pp 261-271, issn 0016-8505, 11 p.Article

Field studies of an instrumented model pile in clay = Etudes in situ du comportement d'un modèle instrumenté de pieu dans une argileCOOP, M. R; WROTH, C. P.Geotechnique. 1989, Vol 39, Num 4, pp 679-696, issn 0016-8505, 18 p.Article

On the identification of critical state lines for sandsKLOTZ, E. U; COOP, M. R.ASTM geotechnical testing journal. 2002, Vol 25, Num 3, pp 289-302, issn 0149-6115Article

An investigation of the effect of soil state on the capacity of driven piles in sandsKLOTZ, E. U; COOP, M. R.Geotechnique. 2001, Vol 51, Num 9, pp 733-751, issn 0016-8505Article

The role of particle breakage in the mechanics of a non-plastic silty sandVILHAR, G; JOVICIC, V; COOP, M. R et al.Soils and foundations. 2013, Vol 53, Num 1, pp 91-104, issn 0038-0806, 14 p.Article

Drained cyclic behaviour of loose Dogs Bay sandLOPEZ-QUEROL, S; COOP, M. R.Geotechnique. 2012, Vol 62, Num 4, pp 281-289, issn 0016-8505, 9 p.Article

The intrinsic behaviour of a decomposed granite soilLEE, I. K; COOP, M. R.Geotechnique. 1995, Vol 45, Num 1, pp 117-130, issn 0016-8505Article

Changes to particle characteristics associated with the compression of sandsALTUHAFI, F. N; COOP, M. R.Geotechnique. 2011, Vol 61, Num 6, pp 459-471, issn 0016-8505, 13 p.Article

The influence of the in situ state of sands on the load-deflection behaviour of driven pilesCOOP, M. R; KLOTZ, E. U; CLINTON, L et al.Geotechnique. 2005, Vol 55, Num 10, pp 721-730, issn 0016-8505, 10 p.Article

The influence of landsliding on the behaviour of a structurally complex clayFEARON, R. E; COOP, M. R.Quarterly journal of engineering geology and hydrogeology. 2002, Vol 35, Num 1, pp 25-32, issn 1470-9236Article

On the role of bond breakage due to unloading in the behaviour of weak sandstonesALVARADO, G; COOP, M. R; WILLSON, S et al.Geotechnique. 2012, Vol 62, Num 4, pp 303-316, issn 0016-8505, 14 p.Article

Reconstitution : what makes an appropriate reference material ?FEARON, R. E; COOP, M. R.Geotechnique. 2000, Vol 50, Num 4, pp 471-477, issn 0016-8505Article