Selecting design strength of granular fills = Choix de quelques résistances mécaniques adaptées à des remblais de matériaux granulairesBOLTON, M. D.Symposium on failures in earthworks. 1985, pp 461-463Conference Paper

Upward migration of sodium chloride by crystallization on non-porous surfacesHIRD, R; BOLTON, M. D.Philosophical magazine (2003. Print). 2014, Vol 94, Num 1-3, pp 78-91, issn 1478-6435, 14 p.Article

The collapse of diaphragm walls retaining clay = Rupture des murs de soutènement encastrés dans de l'argileBOLTON, M. D; POWRIE, W.Geotechnique. 1987, Vol 37, Num 3, pp 335-353, issn 0016-8505Article

Stiffness of sands through a laboratory test databaseOZTOPRAK, S; BOLTON, M. D.Geotechnique. 2013, Vol 63, Num 1, pp 54-70, issn 0016-8505, 17 p.Article

Centrifuge experiments on the settlement of circular foundations on clayMCMAHON, B. T; BOLTON, M. D.Canadian geotechnical journal. 2014, Vol 51, Num 6, pp 610-620, issn 0008-3674, 11 p.Article

Seasonal ratcheting and softening in clay slopes, leading to first-time failureTAKE, W. A; BOLTON, M. D.Geotechnique. 2011, Vol 61, Num 9, pp 757-769, issn 0016-8505, 13 p.Article

DEM simulations of thermally activated creep in soilsKWOK, C.-Y; BOLTON, M. D.Geotechnique. 2010, Vol 60, Num 6, pp 425-433, issn 0016-8505, 9 p.Article

Large-scale modelling of soil-pipe interaction during large amplitude cyclic movements of partially embedded pipelinesCHEUK, C. Y; WHITE, D. J; BOLTON, M. D et al.Canadian geotechnical journal. 2007, Vol 44, Num 8, pp 977-996, issn 0008-3674, 20 p.Article

A-posteriori error estimation in axixymmetric geotechnical analysesEL-HAMALAWI, A; BOLTON, M. D.Computers and geotechnics. 2002, Vol 29, Num 8, pp 587-607, issn 0266-352X, 21 p.Article

Compensation grouting at the Docklands Light Railway Lewisham Extension ProjectSUGIYAMA, T; NOMOTO, T; NOMOTO, M et al.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 319-324, isbn 90-5809-106-6Conference Paper

Instrumented borehole drilling using ENPASOL systemGUI, M. W; SOGA, K; BOLTON, M. D et al.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 577-581, isbn 90-5809-066-3Conference Paper

A cubic strain quadrilateral finite elementEL-HAMALAWI, A; BOLTON, M. D; BRITTO, A. M et al.International journal for numerical and analytical methods in geomechanics. 1996, Vol 20, Num 4, pp 295-302, issn 0363-9061Article

An experimental and theoretical comparison between static and dynamic torsional soil tests = Comparaisons expérimentale et théorique entre les tests de torsion statique et dynamique du solBOLTON, M. D; WILSON, J. M. R.Geotechnique. 1989, Vol 39, Num 4, pp 585-599, issn 0016-8505Article

Modelling the seismic resistance of retaining structures = Modèles de la résistance sismique des murs de soutènementBOLTON, M. D; STEEDMAN, R. S.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1845-1848Conference Paper

Cavity expansion model for the bearing capacity and settlement of circular shallow foundations on clayMCMAHON, B. T; HAIGH, S. K; BOLTON, M. D et al.Geotechnique. 2013, Vol 63, Num 9, pp 746-752, issn 0016-8505, 7 p.Article

The plastic limit of claysHAIGH, S. K; VARDANEGA, P. J; BOLTON, M. D et al.Geotechnique. 2013, Vol 63, Num 6, pp 435-440, issn 0016-8505, 6 p.Article

Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear StrainVARDANEGA, P. J; BOLTON, M. D.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 9, pp 1575-1589, issn 1090-0241, 15 p.Article

Energy Conservation as a Principle Underlying Mobilizable Strength Design for Deep ExcavationsLAM, S. Y; BOLTON, M. D.Journal of geotechnical and geoenvironmental engineering. 2011, Vol 137, Num 11, pp 1062-1074, issn 1090-0241, 13 p.Article

Alcohol's effect on the hydraulic conductivity of consolidated claySENTENAC, P; LYNCH, R. J; BOLTON, M. D et al.Environmental geology (Berlin). 2007, Vol 52, Num 8, pp 1595-1600, issn 0943-0105, 6 p.Article

Predicting 2D ground movements around tunnels in undrained clayOSMAN, A. S; BOLTON, M. D; MAIR, R. J et al.Geotechnique. 2006, Vol 56, Num 9, pp 597-604, issn 0016-8505, 8 p.Article

Ground conditions around an old tunnel in London ClayGOURVENEC, S. M; MAIR, R. J; BOLTON, M. D et al.Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2005, Vol 158, Num 1, pp 25-33, issn 1353-2618, 9 p.Article

Modelling of sequential injections near tunnel liningsLEE, S. W; BOLTON, M. D; MAIR, R. J et al.Soils and foundations. 2002, Vol 42, Num 6, pp 9-22, issn 0038-0806, 14 p.Article

An atmospheric chamber for the investigation of the effect of seasonal moisture changes on clay slopesTAKE, W. A; BOLTON, M. D.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 765-770, isbn 90-5809-389-1, 6 p.Conference Paper

Micro mechanics of elastic soilMCDOWELL, G. R; BOLTON, M. D.Soils and foundations. 2001, Vol 41, Num 6, pp 147-152, issn 0038-0806Article

A deformation measurement system for geotechnical testing based on digital imaging, close-range photogrammetry, and PIV image analysisWHITE, D. J; TAKE, W. A; BOLTON, M. D et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 539-542, isbn 90-2651-853-6, 3VolConference Paper