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Multiscale modelling of shelly carbonate sands for foundation design of offshore structures (MuMShell)

Multiscale modelling of shelly carbonate sands for foundation design of offshore structures (MuMShell)
用于海上结构基础设计的贝状碳酸盐砂的多尺度建模 (MuMShell)
批准号:
EP/N018168/1
负责人:
Joana Fonseca
金额:
$12.71万
依托单位:
依托单位国家:
英国
项目类别:
Research Grant
财政年份:
2016
资助国家:
英国
项目状态:
已结题
起止时间:
2016 至 --

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中文摘要
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英文摘要
Carbonate soils cover over 40% of the world's seabed, where offshore structures, pipelines, artificial islands and other marine structures are founded. For the most part, carbonate soils are of biogenic origin comprising skeleton bodies and shells of small organisms, the shelly carbonate sands. These soils are a complex and poorly understood material as evidenced by a number of accidents reported during platform installation in the 80s. As a consequence, shelly sands have been placed into a niche classification of "problematic soils" in most design guides. While failures are now relatively rare, conservative methods and high factors of safety are commonly used. Understanding the behaviour of shelly carbonate sand is critical for the design of foundations for offshore structures. In particular, understanding the physical phenomena taking place at the microscale has the potential to spur the development of robust computational methods to be integrated into novel or existing design approaches.Image-based geomechanics is a fascinating research field that has the potential to transform the way soils are investigated and modeled. The ability to follow deformation at the microscale has helped to answer fundamental questions about the soil behaviour observed at the macro-scale. The proposed research uses 4D synchrotron x-ray imaging and post analysis to investigate the kinematics and the strain maps of a shelly carbonate sand under compression. The outcomes will contribute scientific understanding on the multiscale behaviour of shelly carbonate sands. This will form the basis to develop fabric-informed constitutive models to better predict the soil response, thus improving design practices for foundations of offshore structures. The ambition of this project is to contribute towards safer, less conservative and more sustainable ground structures and reduce the financial risks associated with unforeseen ground response during construction of offshore foundations. This multiscale methodology and image algorithms here developed, will be valuable to the broad granular media community to simulate mechanical processes in additive manufacturing, mining, food and pharmaceutical industries.
期刊论文(8)
专著(0)
科研奖励(0)
会议论文
DOI: 10.1007/s11012-018-0923-2
发表时间: 2018-11
期刊: Meccanica
影响因子: 2.7
作者: [S. Nadimi;J. Fonseca]
通讯作者: S. Nadimi;J. Fonseca
DOI: --
发表时间: 2019
期刊:
影响因子: --
作者: [Fonseca J]
通讯作者: Fonseca J
DOI: 10.1680/jgeot.16.p.278
发表时间: 2018-03-01
期刊: GEOTECHNIQUE
影响因子: 5.8
作者: [Kong, D., Fonseca, J.]
通讯作者: Fonseca, J.
Proceedings of the 1st Vietnam Symposium on Advances in Offshore Engineering - Energy and Geotechnics
第一届越南海洋工程进展研讨会论文集 - 能源和岩土工程
DOI: 10.1007/978-981-13-2306-5_5
发表时间: 2019
期刊:
影响因子: --
作者: [Fonseca J]
通讯作者: Fonseca J
7
    国内基金
    海外基金
    Improving modelling of compact binary evolution.
    • 批准号:
      10903001
    • 项目类别:
      青年科学基金项目
    • 资助金额:
      20.0万元
    • 批准年份:
      2009
    • 负责人:
      史蒂芬
    • 依托单位: