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Conference papervan Reeuwijk M, Jonker HJJ, Hanjalic K, 2007,
Applying the Leray-alpha model to unbounded Rayleigh-Benard convection
, iTi Conference on Turbulence, Publisher: Springer, Pages: 197-200 -
Journal articleWhittaker AC, Cowie PA, Attal M, et al., 2007,
Bedrock channel adjustment to tectonic forcing: Implications for predicting river incision rates
, GEOLOGY, Vol: 35, Pages: 103-106 -
Journal articleWhittaker AC, Cowie PA, Attal M, et al., 2007,
Characterising the transient response of rivers crossing active normal faults: New field observations from Italy
, BASIN RESEARCH, Vol: 19, Pages: 529-556 -
Conference paperBell RE, 2007,
Fault development and basin evolution in an active continental rift: the Gulf ofCorinth
, Geological Society, Bicentenary -
Conference paperBell RE, McNeill LC, Bull J, et al., 2007,
Structural and stratigraphic evolution of the Corinth Rift: Constraints forsyn-rift deformation modelling
, AGU Fall Meeting -
Journal articleMcNeill LC, Cotterill CJ, Bull JM, et al., 2007,
Geometry and slip rate of the Aigion fault, a young normal fault system in the western Gulf of Corinth
, Geology, Vol: 35, Pages: 355-358 -
Conference paperVaughan PR, Standing J, Zdravkovic L, 2006,
The effect of compaction on bulk permeability of stiff clay and mudrock - Field experience from embankment dams
, Pages: 797-807The permeability of in-situ clays and soft mud rocks is strongly affected by slightly open fissures. These are difficult to discover from site investigation as the permeability of the parent intact material Is very low. This is measured by laboratory tests and, often, by in-situ tests. It is difficult to prove the absence of open fissures and low bulk permeability. This causes uncertainty in the use of these materials as impermeable seals. However, field experience is that when these materials are placed as fills using modern plant, a uniform low permeability results. There is much experience in the construction of the cores and fills of embankment dams. This experience is reviewed.
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Conference paperGrammatikopoulou A, Zdravkovic L, Potts DM, 2006,
The pre-failure deformation of an embankment predicted by two kinematic hardening models
, Pages: 447-453This paper presents a comparison of the pre-failure behaviour of an embankment when its clay foundation is modelled with two kinematic hardening models. The paper shows that the pre-failure deformations are not only influenced by non-linearity but also by the stiffness response predicted in both compression and extension paths. © 2006 Taylor & Francis Group.
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Journal articleLiu JG, Morgan GLK, 2006,
FFT selective and adaptive filtering for removal of systematic noise in ETM plus imageodesy images
, IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, Vol: 44, Pages: 3716-3724, ISSN: 0196-2892- Author Web Link
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- Citations: 50
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Journal articleGoldin TJ, Wunnemann K, Melosh HJ, et al., 2006,
Hydrocode modeling of the Sierra Madera impact structure
, METEORIT PLANET SCI, Vol: 41, Pages: 1947-1958, ISSN: 1086-9379 -
Journal articlePower PW, Pain CC, Piggott MD, et al., 2006,
Adjoint A Posteriori Error Measures for Anisotropic Mesh Optimisation
, Computers & Mathematics with Applications, Vol: 52, Pages: 1213-1242 -
Journal articleLiu JG, Haselwimmer CE, 2006,
Co-seismic ruptures found up to 60 km south of the Kunlun fault after 14 November 2001, Ms 8.1, Kokoxili earthquake using Landsat-7 ETM+ imagery
, INTERNATIONAL JOURNAL OF REMOTE SENSING, Vol: 27, Pages: 4461-4470, ISSN: 0143-1161- Author Web Link
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- Citations: 6
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Journal articleEdwards D, Potts D, Zdravkovic L, 2006,
Paper: The bearing capacity of a circular footing under 'punch-through' failure
, Ground Engineering, Vol: 39, Pages: 42-44, ISSN: 0017-4653Finite element analyses performed with the Imperial College Finite Element Program (ICFEP) were carried out to perform a parametric study of the bearing capacity of a circular footing on layered clays. Eight noded isoparametric solid elements and six noded, zero thickness interface elements were used with reduced integration. A modified Newton-Raphson approach with an error controlled sub-stepping stress point algorithm was used to solve the non-linear FEAs. The data generated showed existing methods of analysis to predict overly conservative foundation capacities.
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Journal articleHiggs R, Wells MR, Allison PA, et al., 2006,
Discussion on large sea, small tides: the Late Carboniferous seaway of NW Europe
, JOURNAL OF THE GEOLOGICAL SOCIETY, Vol: 163, Pages: 893-895, ISSN: 0016-7649- Author Web Link
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- Citations: 1
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Journal articleGrammatikopoulou A, Zdravkovic L, Potts D M, 2006,
General formulation of two kinematic hardening constitutive models with a smooth elastoplastic transition
, INTERNATIONAL JOURNAL OF GEOMECHANICS, Vol: 6, Pages: 291-302, ISSN: 1532-3641 -
Journal articleSaunders JH, Jackson MD, Pain CC, 2006,
A new numerical model of electrokinetic potential response during hydrocarbon recovery
, GEOPHYSICAL RESEARCH LETTERS, Vol: 33, ISSN: 0094-8276- Author Web Link
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- Citations: 42
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Conference paperBland PA, Jackson MD, Coker RF, et al., 2006,
Why asteroidal alteration was isochemical: High porosity not equal high permeability
, 69th Annual Meeting of the Meteoritical Society, Pages: A22-A22, ISSN: 1086-9379 -
Journal articlePain CC, Eaton MD, Smedley-Stevenson RP, et al., 2006,
Streamline upwind Petrov-Galerkin methods for the steady-state Boltzmann transport equation
, Computer Methods in Applied Mechanics and Engineering, Vol: 195, Pages: 4448-4472, ISSN: 0045-7825 -
Journal articlePain CC, Eaton MD, Smedley-Stevenson RP, et al., 2006,
Space-time streamline upwind Petrov-Galerkin methods for the Boltzmann transport equation
, Computer Methods in Applied Mechanics and Engineering, Vol: 195, Pages: 4334-4357, ISSN: 0045-7825 -
Journal articleCapitanio FA, Goes S, 2006,
Mesozoic spreading kinematics: consequences for Cenozoic Central and Western Mediterranean subduction
, GEOPHYSICAL JOURNAL INTERNATIONAL, Vol: 165, Pages: 804-816, ISSN: 0956-540X- Author Web Link
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- Citations: 48
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