Tunnelling-induced settlement damage to masonry structures: Centrifuge testing and computational modelling

Lead Research Organisation: University of Cambridge
Department Name: Engineering

Abstract

In the United Kingdom, and throughout the world, tunnelling in urban environments is essential to provide necessary infrastructure. Further, major infrastructure projects, many of which will require tunnelling, will be likely to increase with continued urbanization. However, tunnelling can place buildings at risk. Therefore, reliable assessment tools to predict tunnelling-induced damage are essential to determine whether protective measures are necessary. Useful models exist for predicting tunnelling-induced damage, but these methods need refinement, making use of new and existing data and increasing computational resources.

The primary aim of this proposal is to obtain the necessary experimental data to improve analytical and computational methods of predicting tunnelling-induced settlement damage. Specifically, this will be achieved through three primary steps. First, centrifuge testing, in which small scale models can be used to investigate full scale structures, will be used to evaluate the interaction of the soil and the structure during the tunnelling process. In particular, realistic scale models will be 3D printed and the tunnelling process directly simulated. Second, these physical tests will be simulated computationally, to evaluate and improve computational methods. Third, additional simulations will allow extension of experimental results to a wide range of tunnelling scenarios.

The experimental and computational results will be directly used to create improved analytical and computational guidelines for predicting tunnelling-induced settlement damage. These guidelines will be evaluated with respect to existing field data. It is envisioned that these results will have an immediate impact on the tunnelling industry in the UK and around the world.

Planned Impact

Global plans for infrastructure expansion are substantial, and will play a significant role in the global economic recovery. Due to urbanization, tunnelling will play a vital role in infrastructure development. Tunnelling in urban areas poses a significant risk to existing infrastructure, particularly older buildings. Tunnelling-induced damage has huge economic implications, both in direct damage repair and related insurance premiums.

Thus, better methods of predicting damage could have a significant impact by reducing costs and litigation related to tunnelling-induced damage, and by informing appropriate damage prevention measures. Specifically, the engineering community would benefit from procedures which can be used to better predict damage. Further, contractors, insurers, and property owners would benefit from improved certainty related to the effect of tunnelling on nearby buildings. There are also significant societal benefits in having better defined methodologies for prediction and prevention of building damage due to tunnelling projects. Public confidence in the engineering assessment of potential building damage is important, and must not be neglected.

These benefits are directly relevant to the UK, where underground infrastructure is expanding. This is evident in the Crossrail project (to be completed by 2018), for which 21 km of twin bored tunnels are planned under central London. Similarly, for the Thames Tunnel project, 25 km of bored tunnel is also proposed along the Thames River. Furthermore, the planned HS2 high speed rail project, and expected high speed rail expansion in coming years, will continue demand for tunnelling and excavation in urban areas. Therefore, the need to better predict the building damage which may be caused by these (and future) major construction projects is paramount.

In addition, international expansion of infrastructure will affect the UK economically. UK companies have an established expertise in tunnelling and excavation work, which is continually being sought by rapidly expanding countries in Eastern Asia and around the world. Globally, current and future tunnelling projects total an estimated $220 billion of work, through which the tunnelling industry will play a significant part in global economic recovery. It is crucial that this UK expertise is not just maintained, but continually expanded.

Significant past research has been conducted in this field, providing a solid foundation on which to interpret new results. Thus, unlike many research studies, impacts on industry practice are foreseen in a relatively short timescale.

In summary, this work would have an immediate impact for planned construction projects in the UK, but also for expected future infrastructure expansion in the UK and around the world.

Publications

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Ritter S (2018) Centrifuge modelling of building response to tunnel excavation in International Journal of Physical Modelling in Geotechnics

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Ritter S (2018) Centrifuge modelling of building response to tunnel excavation in International Journal of Physical Modelling in Geotechnics

 
Description We have done computational modelling and physical centrifuge modelling to better understand the interaction between tunnelling and surface structures. We have also processed and evaluated related data from the Crossrail tunnelling project in London. Thus, far we discovered/contributed the following:

- Quantified the effect of building characteristics (e.g. building length, number of openings, building position) on level of damage of the building through an extensive centrifuge testing campaign .

- Used physical centrifuge modelling to investigate three-dimensional effects of soil-structure interaction during tunnelling, and specifically to define the region of influence of the soil structure interaction. This is an importance parameter needed to improve existing methods applied in industry.

- identified key parameters to create effective computational models using the result from physical centrifuge tests.

- evaluated the importance of building weight on the soil-structure interaction and damge during tunnelling.
Exploitation Route We have collaborated with Crossrail and industrial partners (Arup), who will hopefully directly use the results of our work.

We organized a workshop for industry and academia in London (April 18, 2016), that disseminated our findings.

We are currently doing additional simulations to develop improvements to the simplified assessment procedures regularly applied in industry.

A member of our research group has received a 3-year Fellowship to extend computational modelling further, and to conduct field monitoring on two buildings in London to more comprehensively measure the effects of tunnelling on buildings.
Sectors Construction,Culture, Heritage, Museums and Collections

 
Description We have completed an extensive physical centrifuge modelling investigation of the interaction between tunnelling and surface structures. We have also conducted computational modelling to better understand centrifuge testing results and to extend these results to more scenarios. Thus far, the dissemination of our findings through a workshop in London generated significant interest from industry, and has generated numerous disussions regarding how damage predictions could be improved in industry. We are in the process of publishing a paper outlining simple guidelines to improve damage prediction methods. We also have created a new modelling tool for damage prediction, and will make this available to the public after the related journal paper (which is currently in review) is complete. Additionally, our findings have primarily contributed to new knowledge, and to have been used internally to improve both experimental and computational modelling procedures. These improvements will have knock-on impacts in the broader field of soil-structure interaction.
First Year Of Impact 2016
Sector Construction
Impact Types Societal

 
Title Dataset for "Experimental challenges of modelling structure response to tunnelling" 
Description Raw data supporting figures in the paper: Ritter S, Giardina G, DeJong MJ, Mair RJ (2015) Experimental challenges of modelling structure response to tunnelling, In Proceedings of the 3rd European Conference on Physical Modelling in Geotechnics 2016 (EUROFGUE2016). Nantes, France, 1-3 June 2016. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Base for further centrifuge modelling of structure response to tunnelling. 
URL https://www.repository.cam.ac.uk/handle/1810/253130
 
Title Dataset for 'Centrifuge modelling of tunneling-induced settlement damage to 3d-printed surface structures' 
Description Raw data supporting figures of the paper: Ritter S, Giardina G, DeJong MJ, Mair RJ (2016) Centrifuge modelling of tunneling-induced settlement damage to 3d-printed surface structures, In Proceedings ITA-AITES WTC 2016, San Francisco, California, USA, 22-28 April. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Base for further centrifuge modelling of tunnelling-induced settlement damage to structures 
URL https://www.repository.cam.ac.uk/handle/1810/253135
 
Title Dataset for 'Interaction between surface structures and tunnelling in sand: centrifuge and computational modelling' 
Description Raw data supporting figures in the publication: Giardina G, DeJong MJ, Mair RJ (2015) Interaction between surface structures and tunnelling in sand: centrifuge and computational modelling. Tunnelling and Underground Space Technology, 50, 465-478. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Base for further soil-structure interaction modelling approaches 
URL https://www.repository.cam.ac.uk/handle/1810/249085
 
Title Research data supporting "Bending and shear deformations of buildings subject to tunnelling subsidence: experimental testing" 
Description Raw data supporting figures of the paper Ritter, S., Giardina, G., DeJong, M.J. and Mair, R.J., 2017, Influence of building geometry on bending and shear deformations of buildings subject to tunnelling subsidence: experimental testing. Proc. EURO:TUN 2017, Innsbruck University, Austria, 18-20 April, 2017'. The data was acquired during centrifuge tests. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Identified the importance of considering both shear and bending deformations when assessing tunnelling-induced settlement damage of surface structures. 
URL https://www.repository.cam.ac.uk/handle/1810/261368
 
Title Research data supporting "Centrifuge modelling of building response to tunnel excavation" 
Description Raw data supporting figures of the paper 'Ritter, S., Giardina, G., DeJong, M.J. and Mair, R.J., 2017. Centrifuge modelling of building response to tunnel excavation. Int. Journal of Physical Modelling in Geotechnics, (in press)'. The data was acquired during centrifuge tests. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Evaluation of experimental procedure that sets the base for further research on building response to tunnelling subsidence 
URL https://www.repository.cam.ac.uk/handle/1810/256869
 
Title Research data supporting "Influence of building characteristics on tunnelling-induced ground movements" 
Description Raw data supporting figures of the associated paper. The data was acquired during centrifuge tests. 
Type Of Material Database/Collection of data 
Year Produced 2017 
Provided To Others? Yes  
 
Title Research data supporting "The effect of surface structures on soil deformations due to tunnelling in sand" 
Description Raw data supporting figures of the associated paper. The data was acquired during centrifuge tests. 
Type Of Material Database/Collection of data 
Year Produced 2017 
Provided To Others? Yes  
 
Title Research data supporting "The effect of surface structures on soil deformations due to tunnelling in sand" 
Description Raw data supporting figures of the paper 'Ritter, S., DeJong, M.J., Giardina, G. and Mair, R.J., 2017. The effect of surface structures on soil deformations due to tunnelling in sand. Rivista Italiana di Geotecnica, (in press)'. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Improve understanding of ground response to tunnelling-induced settlements in urban environment 
URL https://doi.org/10.17863/CAM.7778
 
Title Research data supporting "The role of building dimensions and position on the response of buildings to tunnelling subsidence" 
Description Raw data supporting figures of the paper 'Ritter, S., Giardina, G., DeJong, M.J. and Mair, R.J., 2017, The role of building dimensions and position on the response of buildings to tunnelling subsidence: centrifuge modelling, Proc. 9th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground (IS-São Paulo 2017), Brazil, 4-6 April, 2017'. The data was acquired during centrifuge tests. 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Data address the importance of considering the building dimensions and building-to-tunnel position when predicting building response to tunnelling subsidence. This provides the base for refined prediction methods. 
URL https://www.repository.cam.ac.uk/handle/1810/261369
 
Title Research data supporting 'Modelling the 3D brittle response of masonry buildings to tunnelling' 
Description Raw data supporting figures in the publication: G. Giardina, S. Ritter, M.J. DeJong, R.J. Mair, Modelling the 3D brittle response of masonry buildings to tunnelling, Proceedings of the International Conference on Structural Analysis of Historical Constructions, SAHC 2016 
Type Of Material Database/Collection of data 
Provided To Others? No  
Impact Base for further numerical modelling of soil-structure interaction 
URL https://www.repository.cam.ac.uk/handle/1810/253678
 
Description Arup collaboration 
Organisation Arup Group
Country United Kingdom 
Sector Private 
PI Contribution Dr Matthew DeJong, Dr Giorgia Giardina, and two different MEng students have met with Arup on numerous occasions to evaluate the monitoring data related to settlement of masonry strurctures during excavation of the crossrail tunnels. The MEng students and Dr Giardina have met with Crossrail Engineers separately to collect the data, and have spent months evaluating the data and comparing actual movements to predictions. This resulted in 2 MEng theses on the topic, and a paper which we are still in the process of writing with Arup.
Collaborator Contribution Arup identified buildings (case studies) that would be of interest to them and us, provided access to the monitoring data from the relevant buildings, provided their experience and expertise from evaluating prediction and monitoring data. They also met with us on multiple occasions to give feedback on our research plans and results.
Impact Two MEng theses (one of which is yet to be submitted). A related journal publication is also in preparation.
Start Year 2014
 
Description Collaboration - Viggiani 
Organisation University of Rome Tor Vergata
Country Italy 
Sector Academic/University 
PI Contribution We hosted Professor Giulia Viggiani as a visiting researcher in our group, through which we started a joint project on FEM modelling of surface settlement due tunnelling. We have provided centrifuge data and done extensive computational modelling to compare to centrifuge modelling results. Our methods are complementary to their methods. The objective is to define critical parameters when using a variety of modelling tools.
Collaborator Contribution Professor Viggiani's team at Roma Tor Vergata has done extensive computational modelling to compare to centrifuge tests and computational modelling done here at Cambridge. The objective is to define critical parameters when using a variety of modelling tools.
Impact The collaboration will result in a journal paper, which is in the final stages of preparation. The collaboration involves the disciplines of geotechnical engineering, structural engineering, and computational modelling.
Start Year 2015
 
Description Crossrail collaboration 
Organisation Crossrail
Country United Kingdom 
Sector Private 
PI Contribution Crossrail contributed the funding for a PhD student for this research. The PhD student was recruited by Dr Matthew DeJong, and has been supervised by Dr Matthew DeJong and Prof Robert Mair at the University of Cambridge. Our team has maintained all research decision-making in the research being conducted. Our team (Dr Matthew DeJong, Dr Giorgia Giardina, and two MEng students) has also liased with crossrail extensively to obtain field settlement data from Crossrail (see also Arup collaboration), and has done a lot work processing this data and comparing it to settlement predictions.
Collaborator Contribution Crossrail contributed the funding for a PhD student for this research. The PhD student has been supervised by Dr Matthew DeJong and Prof Robert Mair at the University of Cambridge. Crossrail has also provided access to monitoring of masonry buildings subjected to tunnelling-induced settlement. Crossrail also participated (through presentation and panel discussions) in the workshop entitled Recent Advances in Tunnelling-induced Damage to Masonry Structures, which was held at the Institution of Civil Engineering in London on 18 April, 2016.
Impact The PhD funded by Crossrail (Ritter, S) has been involved in 4 conference papers, and has submitted three related journal papers.
Start Year 2013
 
Description ASCE Conference Presentation (Phoenix, Arizona) 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Professional Practitioners
Results and Impact Research presentation entitled "Experimental and numerical modelling of tunnelling-induced settlement damage to masonry" at American Society of Civil Engineering (ASCE) conference. The presentation was primarily to practicing engineers.
Year(s) Of Engagement Activity 2016
 
Description British Tunnelling Society Conference 2016 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach National
Primary Audience Industry/Business
Results and Impact Engagement with industry.
Year(s) Of Engagement Activity 2016
 
Description EURO:TUN 2017 Conference Presentation (Innsbruck, Austria) 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Postgraduate students
Results and Impact Research presentation entitled 'Influence of building geometry on bending and shear deformations of buildings subject to tunnelling subsidence: experimental testing'; at EURO:TUN 2017 - IV International Conference on
Computational Methods in Tunneling and Subsurface Engineering; the primary audience are researchers and underground engineering practitioners
Year(s) Of Engagement Activity 2010,2017
 
Description Engineering/Science Presentation (STEM Study Visit, Science Learning Centre London) 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach Regional
Primary Audience Schools
Results and Impact Secondary school teachers attended the talks and showed high level of engagement about the possibility to teach science/engineering in a different way.
Year(s) Of Engagement Activity 2014
 
Description Engineering/Science Presentation (Science Learning Centre London) 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? Yes
Geographic Reach Regional
Primary Audience Schools
Results and Impact Talk was given to secondary school teachers. Presented research with the aim of engaging the teachers and getting them to think about how they can better teach science/engineering to their students.



After my talk, two school teachers asked if I could come to their school and give similar talks to their students. After the first talk, I was invited back for a similar event the following year.
Year(s) Of Engagement Activity 2013
 
Description ICE masonry tunnelling workshop, London 
Form Of Engagement Activity Participation in an activity, workshop or similar
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Professional Practitioners
Results and Impact TBD, The event will take place on 18 April, 2016
Year(s) Of Engagement Activity 2016
 
Description Invited lecture in session on tunnelling - "3XV" International Workshop in Napoli 29/02 - 02/03/2016 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Postgraduate students
Results and Impact Featured lecture entitled 'The response of surface structures to tunnelling in sand - An experimental investigation'. The presentation was at the Universita di Napoli Federico II. The main audience were academic colleagues conducting similar research which resulted in active discussion.
Year(s) Of Engagement Activity 2016
 
Description Research conferences presentations for EP/K018221/1 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach International
Primary Audience Postgraduate students
Results and Impact The following presentations were/willl be made at research conferences related to grant #EP/K018221/1:

Ritter S, Giardina G, DeJong MJ, Mair RJ (2016). Experimental challenges of modelling structure response to tunnelling, 3rd European Conference on Physical Modelling in Geotechnics, Nantes, France.

Ritter S, Giardina G, DeJong MJ, Mair RJ (2016). Centrifuge modelling of tunneling-induced settlement damage to 3d-printed surface structures, World Tunnelling Conference, San Francisco, CA, USA.

Giardina G, DeJong MJ, Mair R (2014). Important aspects when modelling the interaction between surface structures and tunnelling in sand, 8th Int Symp on Geotechnical Aspects of Underground Construction in Soft Ground, Seoul, Korea.

Giardina G, DeJong MJ, Mair R (2014). Masonry response to tunnelling: A sensitivity study on the effect of cracking and building weight, 9th Intl Masonry Conference, Guimarães, Portugal.
Year(s) Of Engagement Activity 2014,2016
 
Description Seminar at Jesus College Engineering Society entitled 'Urban Tunnelling and the Response of Surface Structures' 
Form Of Engagement Activity A talk or presentation
Part Of Official Scheme? No
Geographic Reach Regional
Primary Audience Undergraduate students
Results and Impact Presentation at the Jesus College Engineering Society seminar series which addressed the impact of underground infrastructure projects on the built environment. The discussed engineering challenges and the presented research output contributed to the engineering knowledge of the undergraduate students, which was the main audience.
Year(s) Of Engagement Activity 2015,2016