Imperial College London

ProfessorRichardJardine

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Consul for the Faculty of Engineering & the Business School
 
 
 
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Contact

 

+44 (0)20 7594 6083r.jardine CV

 
 
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Assistant

 

Ms Sue Feller +44 (0)20 7594 6077

 
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Location

 

532Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Publication Type
Year
to

347 results found

Takahashi A, Jardine RJ, 2007, Assessment of standard research sand for laboratory testing, QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, Vol: 40, Pages: 93-103, ISSN: 1470-9236

Journal article

Gasparre A, Nishimura S, Minh NA, Coop MR, Jardine RJet al., 2007, The stiffness of natural London Clay, GEOTECHNIQUE, Vol: 57, Pages: 33-47, ISSN: 0016-8505

Journal article

Gasparre A, Nishimura S, Coop MR, Jardine RJet al., 2007, The influence of structure on the behaviour of London Clay, GEOTECHNIQUE, Vol: 57, Pages: 19-31, ISSN: 0016-8505

Journal article

Jardine RJ, Chow FC, 2007, Some recent developments in offshore pile design, Pages: 303-332

© 2007 Society of Underwater Technology. All rights reserved. This paper reviews the research and debates that have led to substantial changes being made in 2007 to the API-RP2A recommendations for assessing offshore driven pile axial capacity. The reasons for the conventional Main Text method's large scatter, strong skewing and significant biases are explored, with particular emphasis on piles driven in sand. Recent alternative design frameworks are reviewed critically and conclusions are drawn regarding their practical application. Comments are also made on predicting load-displacement behaviour, assessing the impact of load cycling, group interaction effects and aspects of foundation disturbance by drilling.

Conference paper

Nishimura S, Minh NA, Jardine RJ, 2007, Shear strength anisotropy of natural London Clay, GEOTECHNIQUE, Vol: 57, Pages: 49-62, ISSN: 0016-8505

Journal article

Schroeder FC, Jardine RJ, Kovacevic N, Potts DMet al., 2007, Potential effects of well drilling operations on foundation piles, 6th Int. Offshore Site Investigation and Geotechnics Conference - OSIG6, Publisher: The Society of Underwater Technology, Pages: 271-276

Conference paper

Grammatikopoulou A, Jardine RJ, Kovacevic N, Potts DM, Hoyle MJR, Hampson KMet al., 2007, Potential solutions to the problem of the eccentric installation of jack-up structures into old footprint craters, 6th Int. Offshore Site Investigation and Geotechnics Conference - OSIG6, Publisher: The Society of Underwater Technology, Pages: 293-300

Conference paper

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

Jardine RJ, Standing JR, Chow FC, 2006, Some observations of the effects of time on the capacity of piles driven in sand, GEOTECHNIQUE, Vol: 56, Pages: 227-244, ISSN: 0016-8505

Journal article

Saldivar EE, Jardine RJ, 2005, Application of an effective stress design method to concrete piles driven in Mexico City clay, CANADIAN GEOTECHNICAL JOURNAL, Vol: 42, Pages: 1495-1508, ISSN: 0008-3674

Journal article

Jardine RJ, Standing JR, Kovacevic N, 2005, Lessons learned from full scale observations and the practical application of advanced testing and modelling, 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. © 2005 Taylor & Francis Group.

Conference paper

Takahashi A, Fung DWH, Jardine RJ, 2005, Swelling effects on mechanical behaviour of natural London Clay, Pages: 443-446

This paper reports a study into the potential effects of swelling on destructuration of a natural London Clay. Preliminary results are presented from a conventional direct shear tests conducted under a constant height condition. These suggest that the changes in soil structure induced by one-dimensional swelling affect global stiffness behaviour more than the peak shear strengths.

Conference paper

Lade PV, Jardine RJ, Shibuya S, 2005, Technical session 1a: Laboratory testing (I): Fundamental properties, Pages: 3143-3144

The framework of critical state soil mechanics is still useful. Much of the contributed papers to Session la deal with the reality of natural soil behaviour by examining it against this yardstick. Modeling soil behaviour by considering effects of natural structure, viscosity, stress-strain non-linearity at small strains, etc may be urgently needed. In so doing, the capability of predicting deformation behaviour of natural ground will be greatly enhanced.

Conference paper

Jardine RJ, Chow FC, Standing JR, Overy RF, Saldivar-Moguel E, Strick van Linschoten C, Ridgway Aet 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 paper

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

Conference paper

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

Journal article

Jardine R, Chow F, Standing J, Overy Ret al., 2005, Imperial measures, Ground Engineering, Vol: 38, ISSN: 0017-4653

Journal article

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

Conference paper

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

Conference paper

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

Conference paper

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

© 2005 Taylor & Francis Group plc, London, UK. 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.

Conference paper

Jardine R, Chow FC, Overy RF, Standing JRet 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 ...

Book

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

Conference paper

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

Conference paper

Jardine RJ, Potts DM, 2004, Advances in geotechnical engineering: the Skempton conference, London, Publisher: Thomas Telford, ISBN: 9780727732644

Book

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

Journal article

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

Journal article

Jardine RJ, 2003, Recent research into the fundamental behaviour of piles in clay, Nakase Memorial Symposium, Publisher: A A BALKEMA PUBLISHERS, Pages: 377-377

Conference paper

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

Conference paper

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

Journal article

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