(2014). Use of layout optimization to solve large-scale limit analysis and design problems. In Spiliopoulos K, Weichert D (Ed.), Direct Methods pp. 157-180.
(2014). A Numerical Investigation of Blast Loading and Clearing on Small Targets. International Journal of Protective Structures, 5 (1), pp. 253-274. (Full Text).
(2014). Experiments on the mechanical properties of Leighton Buzzard and Sandy Loam soils at static and dynamic strain rates.
(2013). The effect of STANAG Pit boundary conditions on Impulse (FHITS Phase 19), (BT-2013-FHITS).
(2013). Clearing effects on plates subjected to blast loads. Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics, 166 (3), pp. 140-148. (Full Text).
(2013). Modelling discrete soil reinforcement in numerical limit analysis. Canadian Geotechnical Journal, 50 (7), pp. 705-715. (Full Text).
(2013). Capturing the spatial and temporal variations in impulse from shallow buried charges. In 15th International Symposium on Interaction of the Effects of Munitions with Structures (ISIEMS).
(2013). Modelling viscous effects during and after construction in London clay. Geotechnical Engineering, 44 (2), pp. 48-54. (Full Text).
(2013). Strain rate and moisture effects on sand response. In 1st UK Defence Seminar on the High Strain Rate Properties of Soils and Granular Media QinetiQ Farnborough.
(2013). Effect of inundation on shear strength characteristics of mudstone backfill. Engineering Geology, 158 (2), pp. 48-56.
(2013). An in-situ monitoring system for natural temperature and relative humidity. In Eurock 2013 - Rock Mechanics for Resources, Energy and Environment (pp. 351-356). London. (Full Text).
(2013). The Characterisation of Blast Loading, End of Year 1 report, The Characterisation of Blast Loading, End of Year 1 report.
(2013). Briefing: UK Ministry of Defence force protection engineering programme. Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics, 166 (EM3), pp. 119-123. (Full Text).
(2012). Pit prep and sampling protocol, (BT-PPG-502).
(2012). Strain rate dependent component based connection modelling for use in non-linear dynamic progressive collapse analysis. Engineering Structures.
(2012). Blastech visit report to QinetiQ Eskmeals to observe HITS pit preparation & control, (BT-PPG-503).