Scott William Sloan 1954–2019
John. P. Carter A D , David. M. Potts B and Antonio Gens CA School of Engineering, University of Newcastle, Callaghan NSW 2308, Australia.
B Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, United Kingdom.
C Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, Jordi Girona 1-3, Edifici D-2, 08034 Barcelona, Spain.
D Corresponding author. Email: john.carter@newcastle.edu.au
Historical Records of Australian Science 33(1) 64-71 https://doi.org/10.1071/HR21008
Published: 11 January 2022
Abstract
Scott Sloan (1954–2019) was a leader of academic engineering in Australia and beyond, as evidenced by his numerous professional accolades and important research achievements, which have had significant impact on his chosen profession of geotechnical engineering. Educated in Australia and the United Kingdom, he returned to Australia in 1984 and developed a large and active research group at the University of Newcastle, and tackled a wide range of important problems in civil and mining engineering. These include the development of computational methods to predict the mechanical behaviour of soil and rock masses, and his pioneering methods to predict the collapse states of structures made of, on, and in, earth materials, allowing engineers to design cheaper and safer civil infrastructure around the globe. Sloan established long-standing international collaborations and was awarded many honours for his research achievements. He was also a keen and skilful fisherman and a more than competent blues guitar player.
References
Ali, A., Huang, J. S., Lyamin, A. V., Sloan, S. W., and Cassidy, M. J. (2014a) Boundary effects of rainfall-induced landslides, Computers and Geotechnics, 61, 341–354.| Boundary effects of rainfall-induced landslidesCrossref | GoogleScholarGoogle Scholar |
Ali, A., Huang, J. S., Lyamin, A. V., Sloan, S. W., Griffiths, D. V., Cassidy, M. J., and Li, J. H. (2014b) Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes, Engineering Geology, 179, 102–116.
| Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopesCrossref | GoogleScholarGoogle Scholar |
Ali, A., Lyamin, A. V., Huang, J. S., Li, J., Cassidy, M. J., and Sloan, S. W. (2017) Probabilistic stability assessment using adaptive limit analysis and random fields, Acta Geotechnica, 12, 937–948.
| Probabilistic stability assessment using adaptive limit analysis and random fieldsCrossref | GoogleScholarGoogle Scholar |
Anonymous (2011) AS 2870–2011: Residential Slabs and Footings, Standards Australia https://infostore.saiglobal.com/preview/863132782874.pdf?sku=123614_SAIG_AS_AS_268330, viewed June 2021.
Augarde, C. E., Lyamin, A. V., and Sloan, S. W. (2003) Prediction of undrained sinkhole collapse, Journal of Geotechnical and Geoenvironmental Engineering, 129, 197–205.
| Prediction of undrained sinkhole collapseCrossref | GoogleScholarGoogle Scholar |
Doherty, J. P., Gourvenec, S., Gaone, F. M., Pineda, J. A., Kelly, R., O’Loughlin, C. D., and Sloan, S. W. (2018) A novel web based application for storing, managing and sharing geotechnical data, illustrated using the national soft soil field testing facility in Ballina, Australia, Computers and Geotechnics, 93, 3–8.
| A novel web based application for storing, managing and sharing geotechnical data, illustrated using the national soft soil field testing facility in Ballina, AustraliaCrossref | GoogleScholarGoogle Scholar |
Giacomini, A., Thoeni, K., Lambert, C., Booth, S., and Sloan, S. W. (2012) Experimental study on rockfall drapery systems for open pit highwalls, International of Rock Mechanics and Mining Sciences, 56, 171–181.
| Experimental study on rockfall drapery systems for open pit highwallsCrossref | GoogleScholarGoogle Scholar |
Indraratna, B., Kan, M. E., Potts, D., Rujikiatkamjorn, C., and Sloan, S. W. (2016) Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankments, Computers and Geotechnics, 80, 83–96.
| Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankmentsCrossref | GoogleScholarGoogle Scholar |
Kelly, R., Sloan, S. W., Pineda, J. A., Huang, J. S., Kouretzis, G., and Carter, J. P. (2017) Performance of a trial embankment at the Ballina soft soil Field Testing Facility, Proceedings, 19th ISSMGE. Conference, Seoul Korea, 1(1), 1291–1294. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-07-tc201-07.pdf, viewed June 2021.
Kelly, R. B., Sloan, S. W., Pineda, J. A., Kouretzis, G., and Huang, J. S. (2018) Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soil, Computers and Geotechnics, 93, 9–41.
| Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soilCrossref | GoogleScholarGoogle Scholar |
Merifield, R. S., Sloan, S. W., and Yu, H. S. (1999) Rigorous plasticity solutions for the bearing capacity of two-layered clay soils, Geotechnique, 49, 471–490.
| Rigorous plasticity solutions for the bearing capacity of two-layered clay soilsCrossref | GoogleScholarGoogle Scholar |
Merifield, R. S., Lyamin, A. V., and Sloan, S. W. (2006) Three-dimensional lower bound solutions for the stability of plate anchors in sand, Geotechnique, 56, 123–132.
| Three-dimensional lower bound solutions for the stability of plate anchors in sandCrossref | GoogleScholarGoogle Scholar |
Nazem, M., Sheng, D. C., Carter, J. P., and Sloan, S. W. (2008) Arbitrary Lagrangian-Eulerian method for large-strain consolidation problems, International Journal for Numerical and Analytical Methods in Geomechanics, 32, 1023–1050.
| Arbitrary Lagrangian-Eulerian method for large-strain consolidation problemsCrossref | GoogleScholarGoogle Scholar |
Pineda, J. A., Suwal, L., Kelly, R. B., Bates, L., and Sloan, S. W. (2016a) Characterisation of Ballina clay, Geotechnique, 66, 556–577.
| Characterisation of Ballina clayCrossref | GoogleScholarGoogle Scholar |
Pineda, J. A., Kelly, R. B., Suwal, L., Bates, L., and Sloan, S. W. (2016b) Geotechnical characterization of Ballina clay, Proceedings 5th International Conference on Geotechnical and Geophysical Site Characterization, 2(1), 1021–10258. https://australiangeomechanics.org/public-resources/downloads/#dlISC5 Proceedings, viewed June 2021.
Pineda, J. A., Kelly, R. B., Suwal, L., Bates, L., and Sloan, S. W. (2019) The Ballina soft soil Field Testing Facility, AIMS Geosciences, 5, 509–534.
| The Ballina soft soil Field Testing FacilityCrossref | GoogleScholarGoogle Scholar |
PLAXIS (2018) PLAXIS 2D Reference Manual 2018, p. 22. https://www.cisec.cn/support/knowledgeBase/files/9C246B743FC5BC8C93BA3289873AC1B3636991439136189558.pdf
Sheng, D. C., Smith, D. W., Sloan, S. W., and Gens, A. (2003a) Finite element formulation and algorithms for unsaturated soils: part 2: verification and applications, International Journal for Numerical and Analytical Methods in Geomechanics, 27, 767–790.
| Finite element formulation and algorithms for unsaturated soils: part 2: verification and applicationsCrossref | GoogleScholarGoogle Scholar |
Sheng, D. C., Sloan, S. W., Gens, A., and Smith, D. W. (2003b) Finite element formulation and algorithms for unsaturated soils: part 1: theory, International Journal for Numerical and Analytical Methods in Geomechanics, 27, 745–765.
| Finite element formulation and algorithms for unsaturated soils: part 1: theoryCrossref | GoogleScholarGoogle Scholar |
Sheng, D. C., Sloan, S. W., and Gens, A. (2004) A constitutive model for unsaturated soils: thermomechanical and computational aspects, Computational Mechanics, 33, 453–465.
| A constitutive model for unsaturated soils: thermomechanical and computational aspectsCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W. (1982) ‘Numerical analysis of incompressible and plastic solids using finite elements’, unpublished PhD Thesis, University of Cambridge
Sloan, S. W. (1986) An algorithm for profile and wavefront reduction of sparse matrices, International Journal for Numerical Methods in Engineering, 23, 239–251.
| An algorithm for profile and wavefront reduction of sparse matricesCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W. (1987) Substepping schemes for the numerical integration of elastoplastic stress-strain relations, International Journal for Numerical Methods in Engineering, 24, 893–911.
| Substepping schemes for the numerical integration of elastoplastic stress-strain relationsCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W. (1988) Lower bound limit analysis using finite elements and linear programming, International Journal for Numerical and Analytical Methods in Geomechanics, 12, 61–77.
| Lower bound limit analysis using finite elements and linear programmingCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W. (1989) Upper bound limit analysis using finite elements and linear programming, International Journal for Numerical and Analytical Methods in Geomechanics, 13, 263–282.
| Upper bound limit analysis using finite elements and linear programmingCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W. (2005) Geotechnical stability analysis: new methods for an old problem: E H Davis Memorial Lecture, Australian Geomechanics Society, Australian Geomechanics, 40(3), 1–28. https://australiangeomechanics.org/papers/geotechnical-stability-analysis-new-methods-for-an-old-problem/, viewed June 2021.
Sloan, S. W. (2013) Geotechnical stability analysis, Geotechnique, 63, 531–571.
| Geotechnical stability analysisCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W., and Abbo, A. J. (1999a) Biot consolidation analysis with automatic time stepping and error control: part 1: theory and implementation, International Journal for Numerical and Analytical Methods in Geomechanics, 23, 467–492.
| Biot consolidation analysis with automatic time stepping and error control: part 1: theory and implementationCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W., and Abbo, A. J. (1999b) Biot consolidation analysis with automatic time stepping and error control: part 2: applications, International Journal for Numerical and Analytical Methods in Geomechanics, 23, 493–529.
| Biot consolidation analysis with automatic time stepping and error control: part 2: applicationsCrossref | GoogleScholarGoogle Scholar |
Sloan, S. W., and Kelly, R. B. (2018) Newcastle symposium for the prediction of embankment behaviour of soft soil, Computers and Geotechnics, 93, 1–2. https://www.sciencedirect.com/journal/computers-and-geotechnics/vol/93/suppl/C, viewed June 2021.
Sloan, S. W., and Randolph, M. F. (1982) Numerical prediction of collapse loads using finite element methods, International Journal for Numerical and Analytical Methods in Geomechanics, 6, 47–76.
| Numerical prediction of collapse loads using finite element methodsCrossref | GoogleScholarGoogle Scholar |
Sun, Y., Huang, J. S., Jin, W., Sloan, S. W., and Jiang, Q. (2019) Bayesian updating for progressive excavation of high rock slopes using multi-type monitoring data, Engineering Geology, 252, 1–13.
| Bayesian updating for progressive excavation of high rock slopes using multi-type monitoring dataCrossref | GoogleScholarGoogle Scholar |
Tang, G., Huang, J. S., Sheng, D. C., and Sloan, S. W. (2018) Stability analysis of unsaturated soil slopes under random rainfall patterns, Engineering Geology, 245, 322–332.
| Stability analysis of unsaturated soil slopes under random rainfall patternsCrossref | GoogleScholarGoogle Scholar |
Thoeni, K., Giacomini, A., Lambert, C., Sloan, S. W., and Carter, J. P. (2014) A 3D discrete element modelling approach for rockfall analysis with drapery systems, International Journal of Rock Mechanics and Mining Sciences, 68, 107–119.
| A 3D discrete element modelling approach for rockfall analysis with drapery systemsCrossref | GoogleScholarGoogle Scholar |
Ukritchon, B., Whittle, A. J., and Sloan, S. W. (2003) Undrained stability of braced excavations in clay, Journal of Geotechnical and Geoenvironmental Engineering, 129, 738–755.
| Undrained stability of braced excavations in clayCrossref | GoogleScholarGoogle Scholar |
Wilson, D. W., Abbo, A. J., Sloan, S. W., and Yamamoto, K. (2017) Undrained stability of rectangular tunnels where shear strength increases linearly with depth, Canadian Geotechnical Journal, 54, 469–480.
| Undrained stability of rectangular tunnels where shear strength increases linearly with depthCrossref | GoogleScholarGoogle Scholar |
Zheng, D., Huang, J. S., Li, D. Q., Kelly, R. B., and Sloan, S. W. (2018) Embankment prediction using testing data and monitored behaviour: a Bayesian updating approach, Computers and Geotechnics, 93, 150–162.
| Embankment prediction using testing data and monitored behaviour: a Bayesian updating approachCrossref | GoogleScholarGoogle Scholar |