By Professor Stephen James Foster

Reports

Foster S, 2022, Performance of High-density Geopolymer Concrete at Port Kembla’s Northern Breakwater Armour Units: Update June 2021, UNICIV REPORT No. R-469, http://dx.doi.org/10.26190/03ma-4p24

Foster S, 2021, Performance of Geopolymer Concrete Pavement at Wyndham Street for City of Sydney: Update November 2020, UNICIV REPORT No. R-468, http://dx.doi.org/10.26190/3jm3-k405

Foster SJ; de Burgh J; Wiedmann T, 2016, Review of Emissions Reduction Method Approaches for Cement and Concrete Production, Commonwealth of Australia Department of the Environment

Ng TS; Htut TN; Foster SJ, 2012, Fracture of steel fibre reinforced concrete – the unified variable engagement model, School of Civil and Environmental Engineering, UNSW Sydney, UNICIV, R-460

Khomwan N; Foster SJ, 2004, Finite Element Modelling of FRP Strengthened Walls, School of Civil & Environmental Engineering, UNSW, Sydney NSW Australia, Finite Element Modelling of FRP Strengthened Walls, UNICIV Report R432

Voo YL; Foster SJ, 2003, Variable engagement model for fibre reinforced concrete in tension, School of Civil & Environmental Engineering, UNSW, Sydney, Variable engagement model for fibre reinforced concrete in tension, UNICIV Report R420

Foster SJ; Malik A, 2001, Evaluation of compression failures in RC non-flexural members, School of Civil & Environmental Engineering, UNSW, Sydney Australia, Evaluation of compression failures in RC non-flexural members, UNICIV Report R401

Foster SJ, 1999, Design and detailing of high strength concrete columns, School of Civil & Environmental Engineering, UNSW, UNSW, Design and detailing of high strength concrete columns, UNICIV Report R375

Liu J; Foster SJ; Attard MM, 1998, Behaviour of tied high strength concrete columns loaded in concentric compression, UNICIV Report R372, UNSW, Behaviour of tied high strength concrete columns loaded in concentric compression, UNICIV Report R372

Liu J; Foster SJ, 1998, Microplane model for the finite analysis of reinforced concrete tied columns, UNICIV Report R368, UNSW, Microplane model for the finite analysis of reinforced concrete tied columns, UNICIV Report R368

Foster SJ; Attard MM; Kokolis N, 1997, Tie confinement in eccentrically loaded high strength concrete columns, School of Civil & Environmental Engineering, UNSW, The University of New South Wales, UNICIV Report R-363, Original

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