FOCUS: Intelligent Fibre Optic Monitoring to Inform the Construction of Underground Services
FOCUS: Intelligent Fibre Optic Monitoring to Inform the Construction of Underground Services
批准号:
EP/T006900/1
负责人:
Brian Sheil
金额:
$30.51万
依托单位:
依托单位国家:
英国
项目类别:
Research Grant
财政年份:
2020
资助国家:
英国
项目状态:
已结题
起止时间:
2020 至 --
中文摘要
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英文摘要
UK construction is a multi-billion pound industry. While it is the most vital cog in the UK economy for creating physical assets, it is widely regarded as slow to innovate. High risks and the significant cost of mistakes promotes a level of conservatism which is much greater compared to other industries. Change therefore tends to be iterative and cautious. Supported by the UK Government through the implementation of various construction initiatives, such as 'Construction 2025' and 'Transforming Construction', the industry is beginning to embrace technology in a transformative way. The technological revolution is already under way for 'above-ground' construction activities, with modular construction and building information modelling being primary examples. One of the biggest obstacles to underground construction making similar gains is uncertainty surrounding how structures interact with soils during construction operations i.e. 'soil-structure interaction' (SSI). Soil-structure interaction plays a critical role in underground construction operations yet the tools that are used to predict them remain remarkably over-conservative. This is because predictive models for SSI are non-existent, over-simplified or are calibrated against measured data obtained from model-scale replicas of the process in the laboratory, essentially representing an 'ideal' soil-structure interface. The work described in this proposal will develop the underpinning engineering science for SSI design applied to underground construction. Laboratory testing and numerical modelling will be used to elucidate the mechanics of soil-structure interface behaviour such as the role of strain level, stress level and time on the development of soil-structure contact stresses and pore water pressures. Intelligent monitoring systems will be developed to measure and monitor soil-structure contact stresses on live construction projects to provide (i) field data for rigorous validation of developed design methods and (ii) real-time, automated feedback to site engineers to inform construction processes and provide 'early warning' of adverse responses. Recent advances in fibre optic sensing will be exploited to develop novel multi-directional contact stress sensors. The new sensors will alleviate limitations associated with traditional transducers such as excessive sensor flexibility (which actually influences the soil stress field the sensors are intended to measure) and immunity to electromagnetic noise and water damage. A multi-directional interface shear apparatus will be developed to validate the contact stress sensors and provide additional insight into the behaviour of an 'ideal' soil-structure interface in the laboratory. The monitoring system will employ machine learning algorithms in the form of Bayesian non-parametrics such that prior data from previous construction projects may be synthesised with newly-acquired data to provide a robust data-driven decision-making process. The monitoring system will be deployed on live construction projects in the UK alongside industry partners. A suite of new design methods tailored specifically for underground construction operations will be developed, informed by the field monitoring, laboratory testing and numerical modelling. Embracing the innovation and technology developed in this project will allow the construction industry to obtain and utilise intelligent and actionable data that can save time and money, and improve construction safety. This will contribute to the UK becoming a global hub for the rapidly growing market for construction-related services throughout the world.
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DOI:
10.1680/jgeot.21.00090
发表时间:
2023
期刊:
Géotechnique
影响因子:
--
作者:
[Sheil B]
通讯作者:
Sheil B
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity
砂中沉箱截靴设计:对竖向承载力的影响
DOI:
10.1680/jgeen.20.00218
发表时间:
2023
期刊:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
影响因子:
--
作者:
[Templeman J]
通讯作者:
Templeman J
Comparison of Insar and Numerical Modelling for Tailings Dam Monitoring the Cadia Failure, Australia
澳大利亚卡迪亚溃坝监测尾矿坝 Insar 模型与数值模型的比较
DOI:
10.1109/igarss46834.2022.9883604
发表时间:
2022
期刊:
影响因子:
--
作者:
[Bayaraa M]
通讯作者:
Bayaraa M
DOI:
10.1061/(asce)gt.1943-5606.0002645
发表时间:
2022-01
期刊:
Journal of Geotechnical and Geoenvironmental Engineering
影响因子:
3.9
作者:
[B. Sheil;S. Suryasentana;J. Templeman;B. Phillips;W. Cheng;Limin Zhang]
通讯作者:
B. Sheil;S. Suryasentana;J. Templeman;B. Phillips;W. Cheng;Limin Zhang
DOI:
10.1680/jgeot.21.00089
发表时间:
2023
期刊:
Géotechnique
影响因子:
--
作者:
[Sheil B]
通讯作者:
Sheil B
共 8 条
PERMEATION OF POLYMER FLUIDS IN SOILS (PoPFS)
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批准号:EP/X034453/1
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项目类别:Research Grant
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资助金额:$36.46万
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财政年份:2024
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负责人:Brian Sheil
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依托单位:
国内基金
海外基金
Intelligent Patent Analysis for Optimized Technology Stack Selection:Blockchain BusinessRegistry Case Demonstration
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批准号:--
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项目类别:外国学者研究基金项目
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资助金额:--
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批准年份:2024
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负责人:USHARANI HAREESH GOVINDARA JAN
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依托单位: