Publications
396 results found
Jardine 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
Jardine 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
Jardine 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
Jardine R, Chow F, Standing J, et al., 2005, Imperial measures, Ground Engineering, Vol: 38, ISSN: 0017-4653
Jardine RJ, Standing JR, Kovacevic N, 2005, Lessons learned from full scale observations and the practical application of advanced testing and modeling, Pages: 201-245
Field 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.
Jardine RJ, 2005, Administrative report: TC29 - Laboratory stress-strain and strength testing of geomaterials, 16th International Conference on Soil Mechanics and Geotechnical Engineering, Publisher: MILLPRESS SCIENCE PUBLISHERS, Pages: 3511-3512
Jardine RJ, 2005, Technical session 1a: Laboratory testing (I): Fundamental properties, 16th International Conference on Soil Mechanics and Geotechnical Engineering, Publisher: MILLPRESS SCIENCE PUBLISHERS, Pages: 2939-2949
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- Citations: 1
Jardine RJ, Shibuya S, 2005, TC29 workshop: Laboratory tests, 16th International Conference on Soil Mechanics and Geotechnical Engineering, Publisher: MILLPRESS SCIENCE PUBLISHERS, Pages: 3275-3276
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- Citations: 2
Jardine R, Chow FC, Overy RF, et al., 2005, ICP design methods for driven piles in sands and clays, Publisher: Thomas Telford Services Ltd, ISBN: 9780727732729
- Introduction - Background - Design methods for piles in silica sand - Design methods for piles in clay - Reliability of the design methods - Time effects in sand and clay - Group effects in sand and clay - Experience with other soil ...
Jardine R, 2004, Advances in Geotechnical Engineering: The Skempton Conference - Proceedings of a Three Day Conference on Advances in Geotechnical Engineering, organised by the Institution of Civil Engineers: Foreword
Jardine RJ, Potts DM, 2004, Advances in geotechnical engineering: the Skempton conference, London, Publisher: Thomas Telford, ISBN: 9780727732644
Lehane BM, Jardine RJ, McCabe BA, 2004, Response of a pile group in clay to first-time one-way cyclic tension loading, London, Conference on advances in geotechnical engineering, Publisher: Thomas Telford, Pages: 700-709
Lehane BM, Jardine RJ, 2003, Effects of long-term pre-loading on the performance of a footing on clay, GEOTECHNIQUE, Vol: 53, Pages: 689-695, ISSN: 0016-8505
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- Citations: 26
Shibuya S, Hight DW, Jardine RJ, 2003, Local boundary surfaces of a loose sand dependent on consolidation path, SOILS AND FOUNDATIONS, Vol: 43, Pages: 85-93, ISSN: 0038-0806
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- Citations: 19
Foundoukos M, Jardine RJ, 2003, The effect of eccentric loading on the bearing capacity of shallow foundations, London, BGA international conference on foundations: innovations, observations, design and practice, Dundee, Scotland, 2 - 5 September 2003, Publisher: Thomas Telford, Pages: 297-306
Lehane BM, Jardine RJ, McCabe BA, 2003, One-way axial cyclic tension loading of driven piles in clay, London, BGA international conference on foundations: innovations, observations, design and practice, Dundee, Scotland, 2 - 5 September 2003, Publisher: Thomas Telford, Pages: 493-506
Lehane BM, Jardine RJ, McCabe BA, 2003, Pile group tension cyclic loading: field test programme at Kinnegar, N.Ireland, HSE Research Report, Publisher: HSE Books, 101
Shibuya S, Hight DW, Jardine RJ, 2003, Four dimensional local bounding surfaces of an isotropically consolidated loose sand., Soils and Foundations, Vol: 43, Pages: 89-103
Albert C, Zdravkovic L, Jardine RJ, 2003, Behaviour of Bothkennar clay under rotation of principal stresses, Essen, International workshop on geotechnics of soft soils - theory and practice, Noordwijerhout, NL, 2003, Publisher: Verlag Gluckauf, Pages: 441-447
Foundoukos M, Jardine RJ, 2003, The effect of eccentric loading on the bearing capacity of shallow foundations, BGA International Conference on Foundations, Publisher: THOMAS TELFORD SERVICES LTD, Pages: 297-305
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- Citations: 2
Jardine RJ, 2003, Recent research into the fundamental behaviour of piles in clay, Nakase Memorial Symposium, Publisher: A A BALKEMA PUBLISHERS, Pages: 377-377
Kuwano R, Jardine RJ, 2002, On the applicability of cross-anisotropic elasticity to granular materials at very small strains, Géotechnique, Vol: 52, Pages: 727-749, ISSN: 0016-8505
Kuwano R, Jardine RJ, 2002, On the applicability of cross-anisotropic elasticity to granular materials at very small strains, GEOTECHNIQUE, Vol: 52, Pages: 727-749, ISSN: 0016-8505
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- Citations: 170
Kuwano R, Jardine RJ, 2002, On measuring creep behaviour in granular materials through triaxial testing, CANADIAN GEOTECHNICAL JOURNAL, Vol: 39, Pages: 1061-1074, ISSN: 0008-3674
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- Citations: 84
Jardine RJ, Kovacevic N, Hoyle MJR, et al., 2002, Assessing the effects on jack up structures of eccentric installation over infilled craters, Pages: 307-324
The installation of jack-up platforms on sites containing old footprints is known to be problematic. One approach is to place granular infill in the old footprints to produce an approximately level seabed. Jardine et al (2001) recognised that this procedure could lead to uncertain results when the new locations are offset from the crater centre, and when the infill and original seabed soils had different properties. They performed numerical analyses to explore the forces and moments developed by a typical structure installed over infilled craters formed at a North Sea location where clay soils dominated the soil profile, considering an offset between the old and new foundation positions of approximately one-quarter of a footing diameter. Jardine et al (2001) showed that the problem could be treated analytically. This paper presents an updated version of the analysis in which the finite element mesh employed was further refined. It is shown that the composite foundation capacity is reduced by prior cratering and infilling. The reduced capacity is associated with significant lateral and rotational footing displacements, with large lateral forces and bending moments developing in the jack-up's leg.
Jardine RJ, Smith PR, Nicholson DP, 2002, Properties of the soft Holocene Thames Estuary Clay from Queenborough, Kent, Workshop on characterisation and engineering properies of natural soils, Publisher: A A Balkema, Pages: 599-644
Cook M, Hampson K, Hobbs R, et al., 2002, Offshore site investigations and geotechnics, diversity and sustainability, London, Publisher: Society for Underwater Technology, ISBN: 9780906940426
Jardine RJ, 2002, Stability and Instability: soft clay embankment foundations and offshore continental slopes (Keynote paper), Rotterdam, International symposium on coastal geotechnical engineering in practice, Publisher: Balkema, Pages: 99-118
Hight DW, McMillan F, Powell JJM, et al., 2002, Some characteristics of London Clay, Characterisation and engineering properies of natural soils workshop, Publisher: A A Balkema, Pages: 851-908
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