Dr Colin Davie
Dr Colin Davie
School of Engineering, Newcastle University
Verified email at - Homepage
Cited by
Cited by
Coupled heat and moisture transport in concrete at elevated temperatures—effects of capillary pressure and adsorbed water
CT Davie, CJ Pearce, N Bićanić
Numerical Heat Transfer, Part A: Applications 49 (8), 733-763, 2006
The application of digital image correlation to Brazilian testing of sandstone
RA Stirling, DJ Simpson, CT Davie
Int J Rock Mech Min Sci 60 (6), 1-11, 2013
A fully generalised, coupled, multi-phase, hygro-thermo-mechanical model for concrete
CT Davie, CJ Pearce, N Bićanić
Materials and structures 43 (1), 13-33, 2010
A numerical investigation of the influence of pore pressures and thermally induced stresses for spalling of concrete exposed to elevated temperatures
HL Zhang, CT Davie
Fire Safety Journal 59, 102-110, 2013
Numerical modelling of shallow abandoned mine working subsidence affecting transport infrastructure
PR Helm, CT Davie, S Glendinning
Engineering Geology 154, 6-19, 2013
Tensile behaviour of unsaturated compacted clay soils—A direct assessment method
RA Stirling, P Hughes, CT Davie, S Glendinning
Applied clay science 112, 123-133, 2015
Modelling the deterioration of the near surface caused by drying induced cracking
RA Stirling, S Glendinning, CT Davie
Applied Clay Science 146, 176-185, 2017
Investigation of a continuum damage model as an indicator for the prediction of spalling in fire exposed concrete
CT Davie, HL Zhang, A Gibson
Computers & structures 94, 54-69, 2012
Aspects of permeability in modelling of concrete exposed to high temperatures
CT Davie, CJ Pearce, N Bićanić
Transport in porous media 95 (3), 627-646, 2012
Failure criteria for quasi‐brittle materials in lattice‐type models
CT Davie, N Bićanic
Communications in numerical methods in engineering 19 (9), 703-713, 2003
Modelling of transport processes in concrete exposed to elevated temperatures–An alternative formulation for sorption isotherms
CT Davie, CJ Pearce, K Kukla, N Bićanić
Cement and Concrete Research 106, 144-154, 2018
Cyclic relationship between saturation and tensile strength in the near-surface zone of infrastructure embankments.
RA Stirling, PN Hughes, CT Davie, S Glendinning
CRC Press/Balkema, 2014
Numerical modelling of desiccation crack induced permeability
RA Stirling, CT Davie, S Glendinning
Proceedings of the 18th International Conference on Soil Mechanics and …, 2013
Fully coupled, hygro-thermo-mechanical sensitivity analysis of a pre-stressed concrete pressure vessel
CT Davie, CJ Pearce, N Bićanić
Engineering structures 59, 536-551, 2014
Physicochemical and Geotechnical Alterations to MX-80 Bentonite at the Waste Canister Interface in an Engineered Barrier System
CW Davies, CT Davie, EA Charles, ML White
Geosciences 7 (69), 2017
Multiphase modelling of desiccation cracking in the near-surface of compacted soils
RA Stirling, CT Davie, S Glendinning
The behaviour and influence of desiccation cracking on a full-scale, vegetated infrastructure embankment
RA Stirling, S Glendinning, CT Davie, R Hen-Jones, PN Hughes
7th International Conference on Unsaturated Soils (UNSAT2018), 2018
Effects of fluid transport on the structural integrity of concrete nuclear pressure vessels
CT Davie, CJ Pearce, N Bićanić
Proceeding of the 13 ACME conference: University of Sheffield, 21-22, 2005
An indigenous iron-reducing microbial community from MX80 bentonite-a study in the framework of nuclear waste disposal
KA Gilmour, CT Davie, N Gray
Applied Clay Science 205, 106039, 2021
Desiccation cracking at field scale on a vegetated infrastructure embankment
Z Yu, OO Eminue, R Stirling, C Davie, S Glendinning
Géotechnique Letters 11 (1), 88-95, 2021
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