Platform Grant for Laboratory Soil Mechanics Research
Lead Research Organisation:
Imperial College London
Department Name: Civil & Environmental Engineering
Abstract
This application is for a renewal of the Platform Grant that has helped to rejuvenate research en experimental soil mechanics at Imperial College. The first period of the grant has underpinned the operations of the largest soil element research laboratory en the UK and one of the most influential worldwide. The renewed grant well maintain the momentum gained over the last four years, supporting the post-doctoral and technical staff who ensure continuity of expertise in the laboratory and the continued success of the Research Group. Renewal will allow the group to retain key staff while developing important new avenues of experimental research and international collaborative links. The Platform Grant funding will enable talented young staff to develop their careers, so training high quality academic staff and engineers, while allowing Imperial College to maintain its position at the forefront of experimental geotechnical research, setting the agenda for improving the understanding and modelling of soils and weak rocks. An important feature of the new application is developing new research themes involving recently recruited highly able staff: Dr.C.Fenton (geological aspects), Dr.C.O'Sullivan (mecromechanics and DEM) and Dr.J.Standeng (mechanics of residual and unsaturated soils, field observations).
Organisations
Publications
Altuhafi F
(2018)
Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles
in Géotechnique
Appolonia Gasparre
(2008)
Effects of recent stress history on a stiff natural clay
Appolonia Gasparre
(2008)
Characteristics of London Clay: stiffness and influence of structure, a summary
Brosse A
(2017)
The shear stiffness characteristics of four Eocene-to-Jurassic UK stiff clays
in Géotechnique
Brosse A
(2017)
The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays
in Géotechnique
Brosse A
(2017)
Undrained stiffness anisotropy from hollow cylinder experiments on four Eocene-to-Jurassic UK stiff clays
in Canadian Geotechnical Journal
Cai Y
(2017)
Stress-strain response of soft clay to traffic loading
in Géotechnique
Carroll R
(2020)
Field experiments at three sites to investigate the effects of age on steel piles driven in sand
in Géotechnique
CAVARRETTA I
(2010)
The influence of particle characteristics on the behaviour of coarse grained soils
in Géotechnique
Gasparre A
(2007)
The stiffness of natural London Clay
in Géotechnique
Guo L
(2018)
Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions
in Canadian Geotechnical Journal
HOSSEINI KAMAL R
(2014)
The post-yield behaviour of four Eocene-to-Jurassic UK stiff clays
in Géotechnique
Jardine R
(2014)
Advanced laboratory testing in research and practice: the 2nd Bishop Lecture
in Geotechnical Research
Jardine R
(2020)
Geotechnics, energy and climate change: the 56th Rankine Lecture
in Géotechnique
JARDINE R
(2013)
Measurement of stresses around closed-ended displacement piles in sand
in Géotechnique
JARDINE R
(2013)
Interpretation of stress measurements made around closed-ended displacement piles in sand
in Géotechnique
Jardine R
(2012)
Field axial cyclic loading experiments on piles driven in sand
in Soils and Foundations
Pan K
(2021)
Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions
in Journal of Geotechnical and Geoenvironmental Engineering
Rimoy S
(2013)
Displacement response to axial cycling of piles driven in sand
in Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Satoshi Nishimura
(2008)
Simple shear testing of London Clay in hollow cylinder apparatus
Sim W
(2013)
Cyclic triaxial tests to aid offshore pile analysis and design
in Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Stephen Wlikinson
(2010)
The application of stereo E-SEM in understanding 3D mudrock structure
Summersgill F
(2017)
Critical Assessment of Nonlocal Strain-Softening Methods in Biaxial Compression
in International Journal of Geomechanics
Tsiampousi A
(2017)
Coupled consolidation in unsaturated soils: An alternative approach to deriving the Governing Equations
in Computers and Geotechnics
Tsuha C
(2012)
Behaviour of displacement piles in sand under cyclic axial loading
in Soils and Foundations
Description | The Platform Grant has been crucial to underpinning experimental soil mechanics research at Imperial College. The five staff supported over the five years maintained a vital continuity of expertise in testing techniques, apparatus development, experimental design, test interpretation and soil modelling. They advanced and supported our continuing research in fundamental soil mechanics developing considerably our work in particle scale (micro-mechanics) studies, the characterisation of directional dependent geomaterial properties (anisotropy), research into mixed phase unsaturated systems (with air, water and other fluids present in the pore spaces) and also new work on different classes of materials, ranging from clays to sandstones and mudrocks, as well as exploring a new problems with freezing/thawing and frozen soils and exploring a new class of 'transitional' soils that fail to fit the classical 'critical state' framework of behaviour. The team supported by the grant were also able to take part in novel applied research, which was largely funded by Industry, where the fundamental soil mechanics was developed and extended to contribute to strategically important areas, including offshore foundation problems (in a new Anglo-French study involving intensively instrumented laboratory calibration chamber tests) and a seminal multi-disciplinary study for BP that considered the effects of climate change on infrastructure facilities in cold regions, such as Alaska and Siberia. The latter applied Thermo-Hydro-Mechanical (THM) soil mechanics to predict how freezing and thawing may change permafrost landscapes in such regions. Our work indicated that major impacts can be expected over the next 50 years. The grant was highly beneficial in helping the Investigators to gain new funding and take part in exciting new research. It has also been crucial in aiding the production of numerous high quality research outputs. A considerable volume of papers have been published in internationally leading journals and conferences. Three major prizes have been awarded by the UK Institution of Civil Engineers to the Investigators over the five year period for papers related to the supported research. The experimental work is now widely regarded as an international benchmark against which others can test their theoretical models. Several papers were published by other leading international groups that used our data in this way at the specialist Conference held in Seoul, South Korea, on Advanced Geotechnical Laboratory in late August 2011 and in subsequent Journal publications, including two in Geotechnique in 2012 alone. The grant has allowed our laboratory research to flourish and maintain an internationally leading position. This has enabled us to host and gain excellent input from a substantial group of overseas academic visitors, providing laboratory space, facilities and collaboration that has fed into many of our key research publications. The list of supported academics includes: Dr. A. Silva dos Santos (from Brazil), Mr. M Silva (Chile), Dr B. Zhu and Prof. Z. Yang (China), Drs V. Bandini, A. Carrera and Ms. A. Marcosanti (Italy) , Dr G. Vilhar (Slovenia) and Dr. S. Lopez-Querol and Mr. M. Carrion Carmona (Spain). We were also able to support research visits to Brazil, China, France, Italy and elsewhere. The Platform grant has enabled us to recruit excellent staff. Two of the researchers employed have gone on to Associate Professor positions in leading Asian universities, one other remains in post at Imperial College as a Research Officer and one other works in a leading Engineering Consultancy as a practical geotechnical expert. The EPSRC's current, substantially raised, Platform Grant minimum Grant income criterion has made it difficult for our group to reapply immediately for a third period of Platform Grant funding. The Platform Grant has provided a highly effective means of enabling, supporting and developing our experimental laboratory work. It will be missed sorely. |
Exploitation Route | The work undertaken has impacted on practise in several ways. Firstly, it has changed the approaches taken for advanced testing as applied on major new construction projects in the UK and overseas. Secondly it is feeding into new BP design guidance for working in cold regions, such as Alaska. Thirdly, it is one of the main pillars of work that has supported investigations into the effects of installation on driven pile behaviour in sands that is influencing new offshore design practice in the UK and elsewhere. The work is being exploited by the readers of the multiple academic papers published in conferences and major journals describing the work undertaken, and by the staff trained through the Platform Grant, and through the use made of the research by members of the steering group. These outcomes are proving to be highly influential in both academic and industrial contexts. We have organised a series of half day seminars at Imperial College to publicise the results, the latest of which (held in March 2016) is likely to attract an audience of around 300 engineers and scientists in the afternoon before the PI, Jardine delivers his Rankine Lecture (the internationally leading accomplishment in geotechnics), much of which will report work undertaken under the Platform Grant. The Lecture, which will be delivered to around 1000 delegates on 16th March 2016, will also be webcast and delivered subsequently at around the world, starting with two Canadian cities and progressing to other venues in Asia, Australasia, Europe and elsewhere. |
Sectors | Construction Energy Environment Transport |
Description | The work carried out under our Platform Grant has impacted on many projects and ventures. Firstly our advanced testing for piling related problems has been pivotal in advancing offshore engineering in particular. The work has led to intensive collaboration with leading centres in Australia (Sydney), China (Zhejiang), France (Grenoble), Ireland (UCD), Norway (NGI), Spain (UPC Barcelona) and UK (Oxford). Multiple new projects have developed with these academic partners and publications have ensued. The quality of the work has been recognised by invitations to the PI (Jardine) to deliver the International Society for Soil Mechanics & Geotechnical Engineering's Bishop Hour Lecture on Advanced Laboratory Testing (to over 2000 engineers and scientists, Paris 2013) and the top 'Rankine Lecture' International Award in geotechnics in London 2016. The second main stream of work, on Climate Change Impact also delivered Prize Winning outcomes (ICE Manby Prize 2010) and is forming a major section of the Rankine Lecture. The Platform Grant work also supported the Mudrocks research that is having a very positive impact on the HS2 high speed rail line project and the work by Coop on transitional soils has led to a train of research that he has promulgated effectively since leaving Imperial College for City University in Hong Kong. There have been numerous other positive impacts, including a general arising of international practice in advanced testing. The Platform Grant work has proved to be agenda setting and the very able researchers who gained training through the programme are very highly regarded internationally. In addition, the Grant has led Jardine to be involved in several large International Joint Industry Projects as an external expert, including the national French SOLCYP programme on cyclic loading and a Reliability Based Design JIP led by the Norwegian Geotechnical Institute (NGI). these and other activities led Imperial College to award to Jardine in 2015 its Research Medal for External Engagement. |
First Year Of Impact | 2008 |
Sector | Construction,Energy,Environment,Transport |
Impact Types | Economic Policy & public services |
Description | BP |
Amount | £400,000 (GBP) |
Funding ID | IC-BP Contract |
Organisation | BP (British Petroleum) |
Sector | Private |
Country | United Kingdom |
Start |
Description | BP |
Amount | £400,000 (GBP) |
Funding ID | IC-BP Contract |
Organisation | BP (British Petroleum) |
Sector | Private |
Country | United Kingdom |
Start | 01/2007 |
End | 01/2009 |
Description | Commonwealth Scholarship Commission |
Amount | £100,000 (GBP) |
Funding ID | TZCA-2009-129 |
Organisation | Government of the UK |
Department | Commonwealth Scholarship Commission |
Sector | Public |
Country | United Kingdom |
Start | 09/2009 |
End | 05/2013 |
Description | EPSRC |
Amount | £576,723 (GBP) |
Funding ID | EP/E029957/1 |
Organisation | Engineering and Physical Sciences Research Council (EPSRC) |
Sector | Public |
Country | United Kingdom |
Start | 09/2010 |
End | 12/2013 |
Description | HSE |
Amount | £26,000 (GBP) |
Funding ID | IC-HSE Contract through ICON |
Organisation | Health and Safety Executive (HSE) |
Sector | Public |
Country | United Kingdom |
Start |
Description | HSE |
Amount | £26,000 (GBP) |
Funding ID | IC-HSE Contract through ICON |
Organisation | Health and Safety Executive (HSE) |
Sector | Public |
Country | United Kingdom |
Start |
Description | Shell |
Amount | £50,000 (GBP) |
Funding ID | IC-Shell ICON contract |
Organisation | Shell International Petroleum |
Department | Shell UK Ltd |
Sector | Private |
Country | United Kingdom |
Start | 01/2006 |
End | 01/2012 |
Description | Shell |
Amount | £50,000 (GBP) |
Funding ID | IC-Shell ICON contract |
Organisation | Shell International Petroleum |
Department | Shell UK Ltd |
Sector | Private |
Country | United Kingdom |
Start |