Behaviour of Ultra-High Performance Geopolymer Concrete


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The present study investigates the blast load-carrying capacities of columns made of UHPC. Concrete columns built with UHPC were blast tested in the field first; then brought back to laboratory and subjected to static load tests to determine their residual load-carrying capacities after experiencing varying levels of blast damage. The results from the field blast tests and laboratory static load tests for residual load-carrying capacities are presented and discussed in this paper.

  • Ultra-High Compressive Strength
  • Flexural / tensile strength
  • Ductility
  • Durability
  • Early age strength

Professor Chengqing WuProfessor, School of Civil and Environmental Engineering, Core Member - Centre for Built Infrastructure Research.



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Total viewing time - 15 min