By Emeritus Professor Stephen James Foster

Reports

Foster S; Mahmood AH, 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; Mahmood AH, 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

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, R-460

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

Voo YL; Foster SJ, 2003, Variable engagement model for fibre reinforced concrete in tension, School of Civil & Environmental Engineering, UNSW, Sydney, 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, UNICIV Report R401

Foster SJ, 1999, Design and detailing of high strength concrete columns, School of Civil & Environmental Engineering, UNSW, UNSW, 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, UNICIV Report R372

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

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