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

337 results found

Jardine RJ, Zhu B, Foray P, Dalton CPet al., 2009, EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES DEVELOPED AROUND A DISPLACEMENT PILE, SOILS AND FOUNDATIONS, Vol: 49, Pages: 661-673, ISSN: 0038-0806

Journal article

Barmpopoulos IH, Ho TYK, Jardine RJ, Anh-Minh Net al., 2009, The large displacement shear characteristics of granular media against concrete and steel interfaces, Amsterdam, Research Symposium on the Characterization and Behavior of Interfaces (CBI), Publisher: IOS Press, Pages: 17-24

Conference paper

Nishimura S, Gens A, Olivella S, Jardine RJet al., 2009, THM-coupled finite element analysis of frozen soil: formulation and application, GEOTECHNIQUE, Vol: 59, Pages: 159-171, ISSN: 0016-8505

Journal article

Jardine RJ, 2009, Administrative report for TC-29, laboratory stress-strain and strength testing of geomaterials, Pages: 3771-3773

TC-29 has been active since the Osaka Conference. This report describes its Terms of Reference, work and achievements. © 2011 IOS Press.

Conference paper

Nishimura S, Martin CJ, Jardine RJ, Fenton CHet al., 2009, A new approach for assessing geothermal response to climate change in permafrost regions, GEOTECHNIQUE, Vol: 59, Pages: 213-227, ISSN: 0016-8505

Journal article

Jardine RJ, 2008, Review of technical issues relating to foundations and geotechnics for offshore installations in the UKCS, London, Publisher: HSE Books

Book

Schroeder FC, Jardine RJ, Kovacevic N, Potts DMet al., 2008, Assessing well drilling disturbance effects on offshore foundation piles in clay, JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Vol: 134, Pages: 1261-1271, ISSN: 1090-0241

Journal article

Gasparre A, Nishimura S, Anh-Minh N, Coop MR, Jardine RJet al., 2008, Characteristics of London Clay: stiffness and influence of structure, a summary, 4th International Symposium on Deformation Characteristics of Geomaterials, Publisher: IOS Press, Pages: 191-198

Conference paper

Gasparre A, Coop MR, Jardine RJ, 2008, Effects of recent stress history on a stiff natural clay, Amsterdam, 4th International Symposium on Deformation Characteristics of Geomaterials, Publisher: IOS Press, Pages: 207-214

Conference paper

Nishimura S, Jardine RJ, Brosse A, 2008, Simple shear testing of London Clay in hollow cylinder apparatus, Amsterdam, 4th International Symposium on Deformation Characteristics of Geomaterials, Publisher: IOS Press, Pages: 199-206

Conference paper

Clarke J, Fenton CH, Gens A, Jardine RJ, Martin C, Nethercot DA, Nishimura S, Olivella S, Reifen C, Rutter P, Strasser F, Toumi Ret al., 2008, A Multi-disciplinary Approach to Assess the Impact of Global Climate Change on Infrastructure in Cold Regions, Fairbanks, Alaska, 9th International Conference on Permafrost, Publisher: Institute of Northern Engineering, UAF, Pages: 279-284

Conference paper

Pellew A, 2008, Aged steel displacement and bored concrete piles in London clay, 2nd International Conference on Foundations, Publisher: IHS BRE Press, Pages: 269-282

Conference paper

Jardine RJ, 2008, Time-effects in friction piles driven into sands., Kiso-ko Foundation Engineering, Vol: 36, Pages: 35-38, ISSN: 0285-5356

Journal article

Kuwano R, Jardine RJ, 2007, A triaxial investigation of kinematic yielding in sand, GEOTECHNIQUE, Vol: 57, Pages: 563-579, ISSN: 0016-8505

Journal article

Jardine RJ, Standing JR, Chow FC, Juarez-Badillo Eet al., 2007, Some observations of the effects of time on the capacity of piles driven in sand, GEOTECHNIQUE, Vol: 57, Pages: 629-631, ISSN: 0016-8505

Journal article

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, London, 6th International Conference on Offshore Site Investigations and Geotechnics, Publisher: Society for Underwater Technology, Pages: 293-302

Conference paper

Schroeder FC, Jardine RJ, Kovacevic N, Potts DMet al., 2007, Potential effects of well drilling operations on foundation piles in clay, 6th International Conference on Offshore Site Investigations and Geotechnics, Publisher: Society for Underwater Technology, Pages: 271-278

Conference paper

Jardine RJ, Chow FC, 2007, Keynote Paper. Some developments in the design of offshore piles, London, 6th International Conference on Offshore Site Investigations and Geotechnics, Publisher: Society for Underwater Technology, Pages: 303-332

Conference paper

Ridgway AE, Jardine RJ, 2007, A re-evaluation of driven pile capacities for sites involving low plasticity low OCR clays, 6th International Conference on Offshore Site Investigations and Geotechnics, Publisher: Society for Underwater Technology, Pages: 347-358

Conference paper

Jardine RJ, Standing JR, Chow FC, Schneider JA, Corfdir A, De Gennaro V, Chambon Get al., 2007, Some observations of the effects of time on the capacity of piles driven in sand, GEOTECHNIQUE, Vol: 57, Pages: 323-327, ISSN: 0016-8505

Journal article

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

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

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

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

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

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

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

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

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

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