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Conference paperTsomokos A, Georgiannou VN, Kontoe S, 2006,
The Response of a Fine Medium Sand to Monotonic Torsional Loading and its Numerical Simulation
, 5th Hellenic Conference on Geotechnical and Geo-environmental Engineering (in Greek) -
Conference paperBell RE, 2006,
Structural Evolution of the Western Gulf of Corinth, Greece: A stratigraphicanalysis of early phase continental rifting
, AGU Fall Meeting -
Conference paperBell RE, McNeill LC, Bull J, et al., 2006,
Structural Evolution of the Western Gulf of Corinth, Greece
, EGU General Assembly -
Conference paperBell RE, 2006,
Structural Evolution of the Western Gulf of Corinth, Greece
, Tectonic Studies Group -
Conference paperZdravkovic L, Potts DM, 2005,
Parametric finite element analyses of suction anchors
, Pages: 297-302This paper presents the results from a series of three-dimensional (3D) finite element parametric studies on suction anchors in clay. The objective is to investigate the effects of a number of factors on the pull out capacity of suction anchors, namely the position of the attachment point, inclination of the pull out force and anchor geometry. A typical soft clay was considered as the seabed soil and it was simulated using a form of the modified Cam clay model. The results identify the optimum position of the anchoring point, as well as the optimum inclination of the pull out force. © 2005 Taylor & Francis Group.
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Conference paperJardine RJ, Standing JR, Kovacevic N, 2005,
Lessons learned from full scale observations and the practical application of advanced testing and modelling
, Pages: 201-245Field observations from thirteen recent case histories from the UK and France are described which are used to assess an approach for predicting ground movements and soil-structure interaction. High quality site investigations, including very careful sampling and advanced testing are seen to be crucial to success. Providing there are adequate geotechnical data, the non-linear FE predictive approach advocated by the Authors is shown to be sufficient for most engineering purposes, considering typical project time scales. Factors that merit particular attention include: the geological model; sampling and testing quality; anisotropy and pressure dependency; a fully non-linear modelling approach; addressing behaviour from very small to large strains; the 'structure' of natural and artificial geomaterials; the possibility of brittle failure; three dimensional geometry and construction details; permeability and groundwater variations. It is shown, however, that the present approach does not capture some important long term effects of time, creep and ageing. Comments are also made on the use of such advanced techniques in combination with an 'observational approach', and on pos-sible avenues for further research and development. © 2005 Taylor & Francis Group.
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Journal articleJackson C, Stoddart D, 2005, , TERRA NOVA, Vol: 17, Pages: 580-585, ISSN: 0954-4879
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- Citations: 8
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Journal articleSaldivar EE, Jardine RJ, 2005, , CANADIAN GEOTECHNICAL JOURNAL, Vol: 42, Pages: 1495-1508, ISSN: 0008-3674
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- Citations: 18
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Journal articleLollino P, Cotecchia F, Zdravkovic L, et al., 2005, , CANADIAN GEOTECHNICAL JOURNAL, Vol: 42, Pages: 1631-1643, ISSN: 0008-3674
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- Citations: 22
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Journal articleEdwards DH, Zdravkovic L, Potts DM, 2005, , GEOTECHNIQUE, Vol: 55, Pages: 755-758, ISSN: 0016-8505
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- Citations: 49
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Journal articleShin JH, Potts DM, Zdravkovic L, 2005, , CANADIAN GEOTECHNICAL JOURNAL, Vol: 42, Pages: 1585-1599, ISSN: 0008-3674
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- Citations: 52
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Journal articleCollins GS, W眉nnemann K, 2005, , GEOLOGY, Vol: 33, Pages: 925-928, ISSN: 0091-7613
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- Citations: 105
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Journal articleZdravkovic L, Potts DM, St John HD, 2005, , GEOTECHNIQUE, Vol: 55, Pages: 497-513, ISSN: 0016-8505
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- Citations: 118
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Conference paperJardine RJ, Chow FC, Standing JR, et al., 2005,
An updated assessment of the ICP pile capacity procedures
, International Symposium on Frontiers in Offshore Geotechnics, Publisher: Taylor and Francis, Pages: 691-704 -
Conference paperJardine RJ, Standing JR, Chow FC, 2005,
Field research into the effects of time on the shaft capacity of piles driven in sand
, International Symposium on Frontiers in Offshore Geotechnics, Publisher: Taylor and Francis, Pages: 705-710 -
Journal articleGoes S, Simons FJ, Yoshizawa K, 2005, , EARTH AND PLANETARY SCIENCE LETTERS, Vol: 236, Pages: 227-237, ISSN: 0012-821X
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- Citations: 58
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Journal articleJardine RJ, Nishimura S, 2005,
Practical experience with an experimentally based approach to non-linear modelling of the ground’s response to loading and soil-structure interaction.
, Kiso-ko (Foundation Engineering), Vol: 33, Pages: 17-21, ISSN: 0285-5356 -
Journal articleJackson MD, Valvatne PH, Blunt MJ, 2005,
Prediction of wettability variation within an oil/water transition zone and its impact on production
, SPE JOURNAL, Vol: 10, Pages: 184-195, ISSN: 1086-055X- Cite
- Citations: 22
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Journal articleCollins GS, Melosh HJ, Marcus RA, 2005, , Meteoritics & Planetary Science, Vol: 40, Pages: 817-840, ISSN: 1086-9379
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Journal articleWells MR, Allison PA, Piggott MD, et al., 2005, , JOURNAL OF THE GEOLOGICAL SOCIETY, Vol: 162, Pages: 417-420, ISSN: 0016-7649
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- Citations: 28
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