Team
![]() | Ahmed Khedda Ilyana - PhD student |
![]() | Behçet Ömer Faruk |
![]() | Bejjarapu Dhanush Sahasra - PhD student |
![]() | Boehm Courjault Emmanuelle |
![]() | Malchiodi Beatrice - Postdoctoral researcher |
![]() | Scrivener Karen - Full Professor |
- Low-clinker concrete formulation:
LC3-25, LC3-30, LC3-35, LC3-50. - Design of structural concrete mixes of different strength classes:
from C25/30 to C60/75. - Design of structural concrete mixes with low binder content:
reduction of binder content -> reduction of CO2 emissions. Moving from prescriptive-based standards to performance-based standards. - Life Cycle Analysis (LCA):
evaluation of CO2 emission of low-clinker and low-binder LC3 concrete. - Mechanical properties of LC3 concrete:
compressive strength, tensile strength, bending test. - Long-term mechanical properties of LC3 concrete:
shrinkage, compressive creep, tensile creep. - Up-scale mechanical testing on LC3 reinforced concrete:
bending and creep test on real-scale beams. - Durability properties of LC3 concrete:
Chloride Penetration, Carbonation, Sulphate attack. - Workability of LC3 concrete:
improving workability and new test methods.
Videos
Materials
Calcined Clay | ||||||
Grinding Aid | ||||||
LC3 | ||||||
Limestone |
Related Publications
Decarbonization potential of steel fibre-reinforced limestone calcined clay cement concrete one-way slabs | |||
Hafez, Hisham; Malchiodi, Beatrice; Tosic, Nikola; Drewniok, Michal; Purnell, Phil; de la Fuente, Albert | |||
2024-07-12 | Construction And Building Materials | ![]() |