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  • Conference paper
    Freitas TMB, Potts DM, Zdravkovic L, 2007,

    A numerical study on the effect of ageing on undrained bearing capacity

    , 10th International Symposium on Numerical Models in Geomechanics (NUMOG X), Publisher: TAYLOR & FRANCIS LTD, Pages: 419-424
  • Journal article
    Hight DW, Gasparre A, Nishimura S, Anh-Minh N, Jardine RJ, Coop MRet al., 2007,

    Characteristics of the London clay from the Terminal 5 site at Heathrow Airport.

    , Geotechnique, Vol: 57, Pages: 3-18
  • Journal article
    Fourniadis IG, Liu JG, Mason PJ, 2007,

    Landslide hazard assessment in the Three Gorges area, China, using ASTER imagery

    , Geomorphology, Vol: 84, Pages: 126-144, ISSN: 0169-555X
  • Journal article
    Liu C-C, Liu J-G, Lin C-W, Wu A-M, Liu S-H, Shieh C-Let al., 2007,

    , INTERNATIONAL JOURNAL OF REMOTE SENSING, Vol: 28, Pages: 3093-3111, ISSN: 0143-1161
    • Cite
    • Citations: 37
  • Conference paper
    Bommer JJ, Stafford PJ, Akkar S, 2007,

    The prediction of ground-motion parameters in Europe for seismic design and earthquake loss estimation

    , Seventh Congresso de Sismologia e Engenharia Sísmica
  • Conference paper
    Sech RP, Jackson MD, Hampson GJ, 2007,

    Controls on water cresting in high-productivity horizontal gas wells (SPE 107169)

    , SPE Europec/EAGE Annual Conference
  • Journal article
    Fourniadis IG, Liu JG, Mason PJ, 2007,

    Regional assessment of landslide impact in the Three Gorges area, China, using ASTER data: Wushan-Zigui

    , Landslides: Journal of the International Consortium of Landslides, Vol: 4, Pages: 267-278
  • Conference paper
    Kontoe S, Zdravkovic L, Potts DM, Salandy NEet al., 2007,

    The use of absorbing boundaries in dynamic analyses of soil-structure interaction problems

    , Thessaloniki, Greece, Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering
  • Journal article
    Bommer JJ, Stafford PJ, Alarcon JE, Akkar Set al., 2007,

    , Bulletin of the Seismological Society of America, Vol: 97
  • Conference paper
    Grammatikopoulou A, Zdravkovic L, Potts DM, 2006,

    The pre-failure deformation of an embankment predicted by two kinematic hardening models

    , Pages: 447-453

    This 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.
  • Conference paper
    Vaughan PR, Standing J, Zdravkovic L, 2006,

    The effect of compaction on bulk permeability of stiff clay and mudrock - Field experience from embankment dams

    , Pages: 797-807

    The 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.
  • Journal article
    Goldin TJ, Wunnemann K, Melosh HJ, Collins GSet al., 2006,

    , METEORIT PLANET SCI, Vol: 41, Pages: 1947-1958, ISSN: 1086-9379
  • Journal article
    Liu JG, Morgan GLK, 2006,

    , IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, Vol: 44, Pages: 3716-3724, ISSN: 0196-2892
    • Cite
    • Citations: 68
  • Journal article
    Power PW, Pain CC, Piggott MD, Fang F, Gorman GJ, Umpleby AP, Goddard AJH, Navon IMet al., 2006,

    , Computers & Mathematics with Applications, Vol: 52, Pages: 1213-1242
  • Journal article
    Liu JG, Haselwimmer CE, 2006,

    , INTERNATIONAL JOURNAL OF REMOTE SENSING, Vol: 27, Pages: 4461-4470, ISSN: 0143-1161
  • Journal article
    Edwards 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: 0017-4653

    Finite element analyses performed with the 911今日黑料 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.
  • Journal article
    Grammatikopoulou 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 article
    Higgs R, Wells MR, Allison PA, Piggott MD, Pain CC, Hampson GJ, de Oliveira CREet al., 2006,

    , Journal of the Geological Society, Vol: 163, Pages: 893-895, ISSN: 0016-7649
  • Journal article
    Saunders JH, Jackson MD, Pain CC, 2006,

    , GEOPHYSICAL RESEARCH LETTERS, Vol: 33, ISSN: 0094-8276
    • Cite
    • Citations: 44
  • Conference paper
    Rushmer T, Gestinger A, Jackson MD, 2006,

    , 16th Annual V M Goldschmidt Conference, Publisher: PERGAMON-ELSEVIER SCIENCE LTD, Pages: A546-A546, ISSN: 0016-7037

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