Stephen Suryasentana
Title
Cited by
Cited by
Year
Numerical derivation of CPT-based p–y curves for piles in sand
SK Suryasentana, BM Lehane
Géotechnique 64 (3), 186-194, 2014
602014
Updated CPT-based py formulation for laterally loaded piles in cohesionless soil under static loading
SK Suryasentana, BM Lehane
Géotechnique 66 (6), 445-453, 2016
192016
Assessment of anomaly detection methods applied to microtunneling
BB Sheil, SK Suryasentana, WC Cheng
Journal of Geotechnical and Geoenvironmental Engineering 146 (9), 04020094, 2020
162020
Simplified model for the stiffness of suction caisson foundations under 6 dof loading
SK Suryasentana, BW Byrne, HJ Burd, A Shonberg
Proceedings of SUT OSIG 8th International Conference, London, UK, 2017
82017
Assessment of numerical procedures for determining shallow foundation failure envelopes
SK Suryasentana, HP Dunne, CM Martin, HJ Burd, BW Byrne, ...
Géotechnique 70 (1), 60-70, 2020
62020
Machine learning to inform tunnelling operations: recent advances and future trends
BB Sheil, SK Suryasentana, MA Mooney, H Zhu
Proceedings of the Institution of Civil Engineers-Smart Infrastructure and …, 2020
42020
Verification of numerically derived CPT based py curves for piles in sand
S Suryasentana, BM Lehane
Proceedings of 3rd International Symposium on Cone Penetration Testing, 3-29, 2014
42014
A systematic framework for formulating convex failure envelopes in multiple loading dimensions
SK Suryasentana, HJ Burd, BW Byrne, A Shonberg
Géotechnique 70 (4), 343-353, 2020
22020
Time-critical design methods for suction caisson foundations
S Suryasentana
University of Oxford, 2018
22018
Weighting functions for the stiffness of circular surface footings on multi-layered non-homogeneous elastic half-spaces under general loading
SK Suryasentana, BW Byrne, HJ Burd, A Shonberg
19th International Conference on Soil Mechanics and Geotechnical Engineering …, 2017
22017
An elastoplastic 1D Winkler model for suction caisson foundations under combined loading
SK Suryasentana, BW Byrne, HJ Burd, A Shonberg
Numerical Methods in Geotechnical Engineering IX, 973-980, 2018
12018
Verification of numerically derived CPT based py curves for piles in sand
B Lehane, S Suryasentana
3rd International Symposium on Cone Penetration Testing, 1013-1020, 2014
12014
Automated procedure to derive convex failure envelope formulations for circular surface foundations under six degrees of freedom loading
SK Suryasentana, HJ Burd, BW Byrne, A Shonberg
Computers and Geotechnics 137, 104174, 2021
2021
Prediction of pipe jacking forces using a Bayesian updating approach
BB Sheil, S Suryasentana, JO Templeman, BM Phillips, WC Cheng, ...
Journal of Geotechnical and Geoenvironmental Engineering, 2021
2021
A Winkler model for suction caisson foundations in homogeneous and non-homogeneous linear elastic soil
SK Suryasentana, HJ Burd, BW Byrne, A Shonberg
Géotechnique, 1-17, 2020
2020
Comparison of machine learning models in a data-driven approach for scalable and adaptive design of laterally-loaded monopile foundations
SK Suryasentana, HJ Burd, BW Byrne, A Aghakouchak, T Sørensen
Deep Foundations Institute (DFI), 2020
2020
Discussion: Machine learning to inform tunnelling operations: recent advances and future trends
BB Sheil, SK Suryasentana, MA Mooney, H Zhu, BA McCabe, ...
Proceedings of the Institution of Civil Engineers-Smart Infrastructure and …, 2020
2020
Automated Optimisation of Suction Caisson Foundations Using a Computationally Efficient Elastoplastic Winkler Model
S Suryasentana, B Byrne, H Burd
Coastal Structures 2019, 932-941, 2019
2019
Machine learning to inform tunnelling operations: recent advances and future trends Authors’ reply to discussion by Bryan McCabe and Kevin O’Dwyer
B Sheil, S Suryasentana, M Mooney, H Zhu
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