Distributed fibre optic sensing
Submitting Institution
University of CambridgeUnit of Assessment
General EngineeringSummary Impact Type
TechnologicalResearch Subject Area(s)
Mathematical Sciences: Applied Mathematics
Engineering: Civil Engineering, Interdisciplinary Engineering
Summary of the impact
Research at the University of Cambridge Department of Engineering (DoEng)
has led to the creation of a method for measuring strain throughout a
range of civil engineering structures using Distributed Fibre Optic
Sensing (DFOS) and computing the stresses in these structures. This
detailed information and associated insights have reduced reliance on
conservative safety margins, while giving greater assurance of safety. The
result has been significant reductions in construction materials and
construction time. The work has generated direct savings of over GBP15M in
three major infrastructure projects from 2011 to 2013 including Crossrail.
It has had a wider influence across the whole industry by setting
standards for geothermal piles in 2012, which were instrumental in the
creation of this new industrial sector, and by changing attitudes in
construction about the value of instrumentation and modelling.
Underpinning research
Professor Robert Mair (appointed as Professor in the DoEng in 1998),
Professor Kenichi Soga (appointed as Lecturer in the DoEng in 1994 and
promoted to Professor in 2007) and Dr Mohammed Elshafie (appointed
Lecturer in the DoEng in 2011) have been the Principal Investigators for
the research in the DoEng.
Mair and Soga realised that the accurate measurement of strain throughout
a civil engineering structure, coupled with geotechnical and structural
modelling, is essential to understand its performance, gain new insights
into fundamental soil structure interactions and optimise design. They saw
the potential for Distributed Fibre Optic Sensing (DFOS), in particular
Brillouin Optical Time Domain Reflectometry (BOTDR), to measure strain in
structures during construction and throughout its lifetime. They secured
approximately GBP500K in a grant application to the Cambridge MIT
Institute to research methods for deployment, data gathering and analysis
for a project that ran from 2002 to 2005. This exploratory project
included successful trials on the Channel Tunnel Rail Link (HS1) and a
series of research projects followed:
- Smart Foundations with Distributed Fibre Optics Technology (EPSRC,
GBP281K, 2006-2009)
- Commercialisation of Smart Foundation System (EPSRC, GBP88K,
2010-2011)
- Crossrail Knowledge Transfer Partnership and follow on (TSB/KTP and
Crossrail, GBP764K, 2010-2012)
- Innovation Knowledge Centre for Smart Infrastructure and Construction
(EPSRC, GBP9.5M, 2011-2016).
The research was informed and tested by a series of consulting projects
from 2011 to 2013 with Southend-on-Sea Borough Council, Thames Water,
Crossrail, Skanska, Magpie Environmental Drilling Services, Vlaamse
Overheid, Wentworth House Partnership, National Grid, Virginia Tech (USA),
Myriad CEG and Arup involving a wide variety of structures including
piles, pipelines, tunnels, slopes, soil nails, motorway embankments and
cuttings (GBP391K).
The key research result was a robust and innovative DFOS optical fibre
installation technique for piles, retaining walls and tunnels which was
used and refined in a series of case studies, providing important new
insights into detailed microstrain soil-structure interaction mechanisms
in large, complex civil engineering structures. Specific findings were as
follows:
a) A new understanding of mechanical and thermal behaviour of piles:
theoretical analysis comparing measurements from traditional localised
strain devices and DFOS for a vertically loaded pile in layered soil [1];
the DFOS method has also elucidated fundamental behaviour of thermal
energy piles, proving that their load-bearing capacity is not compromised
by thermal cycles [2].
b) A new data processing and temperature compensation method was produced
to calculate strains and ultimately deformation of retaining walls. This
was based on detailed measurement of axial and lateral deformation of a
secant pile retaining wall using the Cambridge DFOS system [3].
c) A completely new understanding of the effect of ageing and changing
ground conditions on joint movements in concrete lined London Underground
tunnels was obtained from use of DFOS [4]. The system was also used to
assess the performance of a Victorian masonry tunnel affected by the
construction of a new tunnel beneath it, avoiding the need for extremely
costly internal bracing [5]. The DoEng team applied the same system in
Singapore to measure circumferential strains in real time induced by
excavating an adjacent tunnel in close proximity. It also provided
enhanced understanding of lining deformation mechanisms, which is
essential for improving future designs of twin tunnel-soil interactions
[6]. The DoEng DFOS research applied to tunnels has proved that the system
can reliably measure and elucidate the behaviour of a variety of tunnel
types and showed the advantages of DFOS in accurately measuring continuous
strain profiles and in its geometric adaptability.
References to the research
1. *Klar, A., Bennett, P.J., Soga, K., Mair, R.J., Tester, P., Fernie,
R., St John, H.G. and Torp- Peterson, G. (2006): "Distributed strain
measurement for pile foundations," Proceedings of the ICE-
Geotechnical Engineering, Vol. 159, No. GE3, pp.135-144 (awarded the
Crampton Prize of the Institution of Civil Engineers). DOI:
10.1680/geng.2006.159.3.135
2. *Bourne-Webb, P.J., Amatya, B., Soga, K., Amis, T., Davidson, C. and
Payne, P. (2009): "Energy pile test at Lambeth College, London:
geotechnical and thermodynamic aspects of pile response to heat cycles," Géotechnique,
Vol. 59, No. 3, pp. 237-248. DOI: 10.1680/geot.2009.59.3.237
3. Mohamad, H., Soga, K. and Pellow, A. (2011): "Performance monitoring
of a secant piled wall using distributed fibre optic strain sensing,"
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137,
No. 12, pp. 1236-1243. DOI: 10.1061/(ASCE)GT.1943-5606.0000543
4. Cheung, L.L.K., Soga, K., Bennett, P.J., Kobayashi,Y., Amatya, B. and
Wright, P. (2010): "Optical fibre strain measurement for tunnel lining
monitoring" Proceedings of the ICE, Geotechnical Engineering, Vol.
163, No. GE3, pp. 119-130. DOI: 10.1680/geng.2010.163.3.119
5. *Mohamad, H., Bennett, P.J., Soga, K. Mair, R.J. and Bowers, K.
(2010): "Behaviour of an old masonry tunnel due to tunnelling-induced
ground settlement," Géotechnique, Vol. 60, No. 12, pp. 927 -938.
DOI: 10.1680/geot.8.P.074
6. Mohamad, H., Soga, K., Bennett, P.J., Mair, R.J. and Lim, C.S. (2012):
"Monitoring twin tunnel interactions using distributed optical fiber
strain measurements" Journal of Geotechnical and Geoenvironmental
Engineering, American Society of Civil Engineers, Vol. 138, No. 8,
pp. 957- 967. DOI: 10.1061/(ASCE)GT.1943-5606.0000656
*Best represent the quality of the underpinning research
Details of the impact
This research has been applied to over 20 infrastructure projects.
Examples of impact on these projects are presented below.
Skanska Bevis Marks foundation pile reuse monitoring (2011, Soga and
Elshafie)
When a structure is demolished and another built on the same site, it is
normally impossible to reuse the existing foundation piles, because their
condition is unknown. Skanska sought to reuse foundations on Bevis Marks
building and asked the DoEng if its research could be applied to determine
the condition of the old piles. Soga and Elshafie used underpinning
research finding (a) to instrument the piles by coring into them from top
to bottom to insert DFOS cables. This enabled the DoEng team to measure
the evolution of strain during demolition of the existing structure and
throughout construction of the new building. This monitoring produced key
evidence proving that the existing piles were able to take the loads. The
total cost saving on the project was GBP6M, because it would have cost
GBP5M to remove the 67 old piles and associated walls/slabs plus GBP1M to
install replacement piles. Less material was used in construction, which
equates to a saving of 1000 tonnes of CO2, which would otherwise have been
released during the course of construction. In addition, 3-6 months of
construction programme time were saved on the project. The project won the
Ground Engineering Sustainability Award 2013 for Skanska [7]. The EPSRC
website, Growth Stories, states: "In the future, Skanska plan to use
the same approach. By reusing foundations the construction programme can
be shortened, typically saving GBP2-3M per project plus associated CO2
and time savings."
Thermal energy piles — developing an industry standard (2012, Soga)
Underpinning research finding (a) was fundamental to the creation of the
Ground Source Heat Pump Association (GSHPA) "Thermal Pile Design,
Installation & Materials Standards", Issue 1.0, published by the GSHPA
on 1 October 2012. Soga was the co-author of these standards. Chair of the
GSHPA and Geotechnics Director at Arup [9], states: "This work has
generated a completely new industry sector for Geothermal Pile
specialists".
Thames Water — Thames Tideway project (2011 — present, Elshafie, Mair
and Soga) When constructing a shaft next to a building, owners of
the building need assurance that damage will not result from ground
movements. Often, the only way to provide assurance is to employ excessive
protective measures, which increase project costs and introduce delays.
Thames Water asked Elshafie, Mair and Soga to use underpinning research
finding (b) to apply a performance- based design approach to justify a
reduced level of protection on their next major Thames Tideway tunnel and
shaft excavation project, comprising 25km of 7m diameter tunnel and 20
major shafts (total cost GBP4B). Thames Water has estimated that this will
save at least GBP10M on the cost of construction and has enabled
innovation in design through improved understanding of the structural
behaviour and improved understanding and confidence in the fundamental
behaviour of the shafts and the associated ground movements. Senior
Technical Consultant on the Thames Tideway project from Thames Water [10],
said in 2013: "Perhaps, more importantly, the confirmation of the
design models that will be realised by this work will give greater
confidence and less objection by third party structure owners and
operators thus reducing level of institutional objection during Planning
process." Thames Water's approach has been changed by this
successful result; it will apply the method to all future major shaft
excavations.
Tubelines/London Underground (2010, Soga)
Based on research finding (c) Soga was invited to install DFOS in a
concrete segmental lining section of the Jubilee Line tunnel between Bond
Street and Baker Street station with the aim of using the information on
the observed movements of segmental joints to determine the mechanisms of
deformation and whether the whole lining section needed to be replaced or
whether it would be sufficient to reinforce the lining with steel straps
at much lower cost. The measurements and subsequent analysis showed that
it was appropriate to continue with reinforcement with steel straps as a
safe temporary option, rather than having to immediately replace the
tunnel lining. This example shows the value of DFOS in guiding
infrastructure owners on the right course of action both in terms of
safety and long-term maintenance. It is difficult to put monetary value on
this but making safety-critical maintenance decisions to avoid expensive
disasters has considerable value. Profession Head, Deep Tube Tunnels,
London Underground [11] said in 2013: "The data gained from this and
other monitoring systems was invaluable in proving that the tunnel would
continue to distort and deteriorate if untreated. This led to the
important decision to temporarily reinforce and subsequently completely
rebuild the affected section of tunnel".
Overall Impact:
Associate Director and Lead Geotechnical Engineer, Arup [12], stated in
2013: "The Fibre Optics work at Cambridge has set a new agenda for
monitoring strains and temperature in a number of civil engineering
structures", "Companies across the world are using the outcomes of the
research" and "The research has been instrumental in developing new
standards for understanding diaphragm wall shaft deformation behaviour
and response of piles to thermal loading".
CEO of Crossrail [13], stated in 2013, "[Robert Mair's] team's work
on Crossrail and other related projects is cutting edge. Optic fibre
strain gauges to measure the performance of our tunnel sections and
shafts — something that is a first anywhere in the world. Developing
asset management systems that detect changes in the condition of the
asset over its life cycle. Both these projects are being developed for
us to understand better how our structures and assets behave and how
long term, we can save money through more economic design and reduced
life cycle costs."
Consultancy income for DoEng (Soga, Mair and Elshafie)
The research has led to the DoEng team being commissioned as consultants
on a number of construction projects, using the underpinning research
findings to determine the most cost effective solutions during
construction projects. The DoEng has earned GBP391K across 21 projects
since May 2008.
Industry engagement in the Centre for Smart Infrastructure and
Construction (2011 — present, Mair, Soga and Elshafie)
In 2011, the DoEng team was awarded a GBP9.5M grant from EPSRC and
Technology Strategy Board to develop the Centre for Smart Infrastructure
and Construction (CSIC). CSIC has attracted an additional GBP7M from
industry (both cash and in kind) to continue to develop and demonstrate
smart infrastructure solutions including DFOS. One of the major activities
of CSIC is to develop robust methods and equipment for DFOS deployment so
that industry can lead in the deployment of DFOS monitoring systems.
Industry partners are strongly supporting this activity by continuing to
invite the DoEng to deploy DFOS to inform their construction projects, and
companies such as Costain, Skanska and Laing O'Rourke are actively
discussing how they can develop their own capabilities. Based on this,
CSIC is developing training for construction operatives and engineers in
deployment of DFOS. CSIC has 40 industry partners including Costain, Laing
O'Rourke, Skanska, Arup, Atkins, Halcrow, Mott MacDonald, WSP, Parsons
Brinkerhoff, Crossrail, Network Rail, London Underground, Thames Water and
Transport for London [14].
Sources to corroborate the impact
- Ground Engineering Awards: http://www.geawards.com/670564
- "Sensors pave the way to recycle buildings", Growth Stories, EPSRC
website,
http://www.epsrc.ac.uk/growth/d_index.php#construction~sensors-pave-the-way-to-recycle-
buildings
- Statement received from Chair of the GSHPA and Geotechnics Director at
Arup
- Statement received from Senior Technical Consultant, Thames Tideway
Tunnel project, Thames Water
- Statement received from Profession Head, Deep Tube Tunnels, London
Underground
- Statement received from Associate Director and Lead Geotechnical
Engineer, Arup
- Statement received from CEO, Crossrail
- CSIC website: http://www-smartinfrastructure.eng.cam.ac.uk/partners/industry.html