Showing 48 publications by Brian Sheil
Noncircular Cavity Expansion in Undrained Soil: Semi-Analytical Solution
Zhou H, Sheil B & Liu H (2022), Journal of Engineering Mechanics, 148(7)
An efficient numerical approach for simulating soil-pipe interaction behaviour under cyclic loading
Saberi M, Annan CD & Sheil BB (2022), Computers and Geotechnics, 146
Discussion of "Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time" by Tianliang Li-a, Wen Zhao(a), Run Liu(a), Jianyong Han(a) and Cheng Cheng(a)
McCabe BA, Sheil BB, Phillips BM & O'Dwyer KG (2022), KSCE JOURNAL OF CIVIL ENGINEERING
BibTeX
@article{discussionofexp-2022/6,
title={Discussion of "Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time" by Tianliang Li-a, Wen Zhao(a), Run Liu(a), Jianyong Han(a) and Cheng Cheng(a)},
author={McCabe BA, Sheil BB, Phillips BM & O'Dwyer KG},
journal={KSCE JOURNAL OF CIVIL ENGINEERING},
year = "2022"
}
Physics-Informed Multifidelity Residual Neural Networks for Hydromechanical Modeling of Granular Soils and Foundation Considering Internal Erosion
Zhang P, Yin ZY, Jin YF, Yang J & Sheil B (2022), Journal of Engineering Mechanics, 148(4)
BibTeX
@article{physicsinformed-2022/4,
title={Physics-Informed Multifidelity Residual Neural Networks for Hydromechanical Modeling of Granular Soils and Foundation Considering Internal Erosion},
author={Zhang P, Yin ZY, Jin YF, Yang J & Sheil B},
journal={Journal of Engineering Mechanics},
volume={148},
year = "2022"
}
Physics-constrained hierarchical data-driven modelling framework for complex path-dependent behaviour of soils
Zhang P, Yin ZY, Jin YF & Sheil B (2022), International Journal for Numerical and Analytical Methods in Geomechanics
BibTeX
@article{physicsconstrai-2022/1,
title={Physics-constrained hierarchical data-driven modelling framework for complex path-dependent behaviour of soils},
author={Zhang P, Yin ZY, Jin YF & Sheil B},
journal={International Journal for Numerical and Analytical Methods in Geomechanics},
year = "2022"
}
Group shape effects on the lateral capacity of pile groups in undrained soil
Swallow A & Sheil B (2021), Geotechnique
Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling
Sheil BB (2021), JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 147(12)
BibTeX
@article{hybridframework-2021/12,
title={Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling},
author={Sheil BB},
journal={JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING},
volume={147},
number={ARTN 04021140},
year = "2021"
}
Numerical analysis of the deep soil failure mechanism for perimeter pile groups
Watford M, Templeman J, Orazalin Z, Zhou H, Franza A et al. (2021), Geotechnique Letters, 12(1), 1-26
BibTeX
@article{numericalanalys-2021/12,
title={Numerical analysis of the deep soil failure mechanism for perimeter pile groups},
author={Watford M, Templeman J, Orazalin Z, Zhou H, Franza A et al.},
journal={Geotechnique Letters},
volume={12},
pages={1-26},
publisher={ICE Publishing},
year = "2021"
}
Bearing capacity of large-diameter open caissons embedded in sand
Sheil B & Templeman J (2021), Géotechnique
Prediction of pipe jacking forces using a Bayesian updating approach
Sheil B, Suryasentana S, Templeman J, Phillips B, Cheng W-C et al. (2021), Journal of Geotechnical and Geoenvironmental Engineering, 148(1)
BibTeX
@article{predictionofpip-2021/10,
title={Prediction of pipe jacking forces using a Bayesian updating approach},
author={Sheil B, Suryasentana S, Templeman J, Phillips B, Cheng W-C et al.},
journal={Journal of Geotechnical and Geoenvironmental Engineering},
volume={148},
number={ 04021173},
publisher={American Society of Civil Engineers},
year = "2021"
}
Rate effects on the uplift capacity of pipelines embedded in clay: finite element modelling
Sheil B, Byrne B & Martin C (2021), Computers and Geotechnics
Pile groups under vertical and inclined eccentric loads: elastoplastic modelling for performance based design
Franza A & Sheil B (2021), Computers and Geotechnics, 135
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity
Templeman J, Phillips B & Sheil B (2021), Proceedings of the ICE - Geotechnical Engineering, 20(5), 281-294
BibTeX
@article{cuttingshoedesi-2021/4,
title={Cutting shoe design for open caissons in sand: influence on vertical bearing capacity},
author={Templeman J, Phillips B & Sheil B},
journal={Proceedings of the ICE - Geotechnical Engineering},
volume={20},
pages={281-294},
publisher={ICE Publishing},
year = "2021"
}
Pipejacking clogging detection in soft alluvial deposits using machine learning algorithms
Bai X, Cheng W, Sheil B & Li G (2021), Tunnelling and Underground Space Technology, 113
BibTeX
@article{pipejackingclog-2021/4,
title={Pipejacking clogging detection in soft alluvial deposits using machine learning algorithms},
author={Bai X, Cheng W, Sheil B & Li G},
journal={Tunnelling and Underground Space Technology},
volume={113},
number={103908},
publisher={Elsevier},
year = "2021"
}
Undrained bearing capacity of the cutting face for an open caisson
Royston R, Sheil B & Byrne B (2021), Geotechnique
Discussion of “on the pointlessness of machine learning based time delayed prediction of TBM operational data” by Georg H. Erharter and Thomas Marcher
Sheil B (2021), Automation in Construction, 124
BibTeX
@article{discussionofont-2021/1,
title={Discussion of “on the pointlessness of machine learning based time delayed prediction of TBM operational data” by Georg H. Erharter and Thomas Marcher},
author={Sheil B},
journal={Automation in Construction},
volume={124},
number={103559},
publisher={Elsevier},
year = "2021"
}
Deformations and Ruptures in Human Lenses With Cortical Cataract Subjected to Ex Vivo Simulated Accommodation.
Michael R, D'Antin JC, Pinilla Cortés L, Burd HJ, Sheil B et al. (2021), Investigative ophthalmology & visual science, 62(1), 12
BibTeX
@article{deformationsand-2021/1,
title={Deformations and Ruptures in Human Lenses With Cortical Cataract Subjected to Ex Vivo Simulated Accommodation.},
author={Michael R, D'Antin JC, Pinilla Cortés L, Burd HJ, Sheil B et al.},
journal={Investigative ophthalmology & visual science},
volume={62},
pages={12},
year = "2021"
}
Prediction of microtunnelling jacking forces using a probabilistic observational approach
Sheil B (2020), Tunnelling and Underground Space Technology, 109
Machine learning to inform tunnelling operations: recent advances and future trends
Sheil B, Suryasentana S, Mooney M & Zhu H (2020), Proceedings of the Institution of Civil Engineers
Identifying characteristics of pipejacking parameters to assess geological conditions using optimisation algorithm-based support vector machines
Cheng W-C, Bai X-D, Sheil B, Li G & Wang W (2020), Tunnelling and Underground Space Technology, 106
BibTeX
@article{identifyingchar-2020/9,
title={Identifying characteristics of pipejacking parameters to assess geological conditions using optimisation algorithm-based support vector machines},
author={Cheng W-C, Bai X-D, Sheil B, Li G & Wang W},
journal={Tunnelling and Underground Space Technology},
volume={106},
number={103592},
publisher={Elsevier},
year = "2020"
}
An assessment of anomaly detection methods applied to microtunnelling
Sheil B, Suryasentana S & Cheng W-C (2020), Journal of Geotechnical and Geoenvironmental Engineering, 146(9)
BibTeX
@article{anassessmentofa-2020/7,
title={An assessment of anomaly detection methods applied to microtunnelling},
author={Sheil B, Suryasentana S & Cheng W-C},
journal={Journal of Geotechnical and Geoenvironmental Engineering},
volume={146},
publisher={American Society of Civil Engineers},
year = "2020"
}
Flume tank testing of offshore wind turbine dynamics with foundation scour and scour protection
Mayall R, McAdam R, Whitehouse R, Burd H, Byrne B et al. (2020), Journal of Waterway Port Coastal and Ocean Engineering, 146(5)
BibTeX
@article{flumetanktestin-2020/6,
title={Flume tank testing of offshore wind turbine dynamics with foundation scour and scour protection},
author={Mayall R, McAdam R, Whitehouse R, Burd H, Byrne B et al.},
journal={Journal of Waterway Port Coastal and Ocean Engineering},
volume={146},
publisher={American Society of Civil Engineers},
year = "2020"
}
Monitoring the construction of a large-diameter caisson in sand
Royston R, Sheil B & Byrne B (2020), Proceedings of the ICE - Geotechnical Engineering
Multi-axis force sensors: a state-of-the-art review
Templeman J, Sheil B & Sun T (2020), Sensors and Actuators A: Physical , 304(2020)
Lateral limiting pressure on square pile groups in undrained soil
Sheil B (2020), Géotechnique, 71(4), 279-287
Simulation of overburden pressure during laboratory investigations of axial pipe–soil interaction
Sheil B, Martin C & Byrne B (2019), Geotechnique, 71(3), 272-278
Effect of torsion on the undrained limiting lateral resistance of piles in clay
Georgiadis K & Sheil B (2019), Géotechnique, 70(8), 700-710
Interpretation of pipe-jacking and lubrication records for drives in silty soil
O'Dwyer K, McCabe B & Sheil B (2019), Underground Space, 5(3), 199-209
Instrumentation and monitoring of a concrete jacking pipe
Phillips BM, Royston R, Sheil BB & Byrne BW (2019), International Conference on Smart Infrastructure and Construction 2019, ICSIC 2019: Driving Data-Informed Decision-Making, 457-462
Real-time monitoring of large-diameter caissons
Sheil B, Royston R & Byrne B (2018), Proceedings of China-Europe Conference on Geotechnical Engineering(216849), 725-729
Pile groups under axial loading: an appraisal of simplified non-linear prediction models
Sheil B, McCabe B, Comodromos EM & Lehane BM (2018), Géotechnique, 69(7), 565-579
Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements
Sheil B, Martin CM, Byrne BW, Plant M, Williams K et al. (2018), Géotechnique, 68(8), 684-698
BibTeX
@article{fullscalelabora-2018/1,
title={Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements},
author={Sheil B, Martin CM, Byrne BW, Plant M, Williams K et al.},
journal={Géotechnique},
volume={68},
pages={684-698},
publisher={Thomas Telford (ICE Publishing)},
year = "2018"
}
Experimental modelling of the effects of scour on offshore wind turbine monopile foundations
Mayall RO, McAdam RA, Byrne BW, Burd HJ, Sheil BB et al. (2018), PHYSICAL MODELLING IN GEOTECHNICS, VOL 1, 725-730
BibTeX
@inproceedings{experimentalmod-2018/,
title={Experimental modelling of the effects of scour on offshore wind turbine monopile foundations},
author={Mayall RO, McAdam RA, Byrne BW, Burd HJ, Sheil BB et al.},
pages={725-730},
year = "2018"
}
Response to discussion: An analytical approach for the prediction of single pile and pile group behaviour in clay
Sheil B & McCabe BA (2017), Computers and Geotechnics, 86, 245-245
Numerical simulations of the reuse of piled raft foundations in clay
Sheil B (2017), Acta Geotechnica, 12(5), 1047-1059
Numerical simulations of wave-structure-soil interaction of offshore monopiles
Sheil B & Finnegan W (2017), International Journal of Geomechanics, 17(1), 1-15
Reply to discussion by Zhang, Feng, Lie and Zhang on “An analytical approach for the prediction of single pile and pile group behaviour in clay” by Brian B. Sheil, and Bryan A. McCabe [Comput. Geotech. 75 (2016) 145–158]
Sheil B & McCabe BA (2016), Computers and Geotechnics, 80, 349-350
BibTeX
@article{replytodiscussi-2016/12,
title={Reply to discussion by Zhang, Feng, Lie and Zhang on “An analytical approach for the prediction of single pile and pile group behaviour in clay” by Brian B. Sheil, and Bryan A. McCabe [Comput. Geotech. 75 (2016) 145–158]},
author={Sheil B & McCabe BA},
journal={Computers and Geotechnics},
volume={80},
pages={349-350},
publisher={Elsevier},
year = "2016"
}
Discussion: Interaction factor for large pile groups
Wang AD, Wang WD, Huang MS, Wu JB, Sheil BB et al. (2016), Geotechnique Letters, 6(3), 234-240
Bearing capacity beneath tapered blades of open dug caissons in sand
Royston R, Phillips BM, Sheil BB & Byrne B (2016), Civil Engineering Research in Ireland 2016
BibTeX
@inproceedings{bearingcapacity-2016/8,
title={Bearing capacity beneath tapered blades of open dug caissons in sand},
author={Royston R, Phillips BM, Sheil BB & Byrne B},
year = "2016"
}
Biaxial loading of offshore monopiles: numerical modeling
Sheil B & McCabe BA (2016), International Journal of Geomechanics, 17(2)
Discussion: Empirical correlations for the compression index of Irish soft soils
McCabe BA, Sheil BB, Long MM, Buggy FJ, Farrell ER et al. (2016), PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 169(1), 90-90
BibTeX
@article{discussionempir-2016/2,
title={Discussion: Empirical correlations for the compression index of Irish soft soils},
author={McCabe BA, Sheil BB, Long MM, Buggy FJ, Farrell ER et al.},
journal={PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING},
volume={169},
pages={90-90},
year = "2016"
}
An analytical approach for the prediction of single pile and pile group behaviour in clay
Sheil B & McCabe BA (2016), Computers and Geotechnics, 75, 145-158
Experiences of utility microtunnelling in Irish limestone, mudstone and sandstone rock
Sheil BB, Curran BG & McCabe BA (2016), TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 51, 326-337
Numerical modelling of pile foundation angular distortion
Sheil BB & McCabe BA (2015), SOILS AND FOUNDATIONS, 55(3), 614-625
Pile Group Settlement Estimation: Suitability of Nonlinear Interaction Factors
McCabe BA & Sheil BB (2015), INTERNATIONAL JOURNAL OF GEOMECHANICS, 15(3)
Empirical correlations for the compression index of Irish soft soils
McCabe BA, Sheil BB, Long MM, Buggy FJ & Farrell ER (2014), PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 167(6), 510-517
BibTeX
@article{empiricalcorrel-2014/12,
title={Empirical correlations for the compression index of Irish soft soils},
author={McCabe BA, Sheil BB, Long MM, Buggy FJ & Farrell ER},
journal={PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING},
volume={167},
pages={510-517},
year = "2014"
}
A finite element-based approach for predictions of rigid pile group stiffness efficiency in clays
Sheil BB & McCabe BA (2014), ACTA GEOTECHNICA, 9(3), 469-484
InSAR and Numerical Modelling for Tailings Dam Monitoring – the Cadia failure case study
Bayaraa M, Sheil B & Rossi C (0), Geotechnique: international journal of soil mechanics
BibTeX
@article{insarandnumeric-/,
title={InSAR and Numerical Modelling for Tailings Dam Monitoring – the Cadia failure case study},
author={Bayaraa M, Sheil B & Rossi C},
journal={Geotechnique: international journal of soil mechanics},
publisher={Thomas Telford}
}