Materials that bend, control cracking and help infrastructure go further. ZONIX connects cementitious materials research with the demands of the built world.
Conventional concrete can concentrate damage in a large crack. High Ductility Cementitious Composite is engineered to distribute tensile strain through multiple fine cracks.
Polymer microfibres bridge those cracks, allowing a ductile response under load. That opens up new possibilities for pavement design, repair overlays and precast elements.
Fibres bridge multiple fine cracks, helping distribute strain across the material.
Conceptual illustration of material behaviour. Not a structural simulation.Focus on the places where repeated loading, repair access and operational downtime make durability especially valuable.
Ductile connections between adjacent bridge deck spans. Explore continuity and crack control as an alternative to selected expansion-joint arrangements.
View link slab method statement & case study ↗
E100 cementitious overlays for engineered strengthening and repair of existing walls and concrete surfaces, supported by substrate preparation, anchorage and bond testing.
Discuss a strengthening project ↗
Application development for kerbs, tactile tiles, drainage covers and other precast elements, matching damage tolerance, geometry and finish to the intended use.
Explore a precast application ↗Pavement applications using High Ductility Cementitious Composite for heavy-vehicle lanes, turning bays, aprons and logistics areas where repeated loading and maintenance downtime matter.
Explore a pavement project ↗Assess ductile overlays for blast-related wall strengthening. This scope is under technical development; performance depends on the complete wall, anchorage and loading design.
Discuss a technical assessment ↗Images are drawn from the supplied technical materials and illustrate application types. They do not identify completed ZONIX projects. Design and suitability require project-specific assessment.
The value of ductile concrete depends on the complete system: material volume, reinforcement, maintenance and the cost of closing an asset.
Selected High Ductility Cementitious Composite pavement research and proposals explore thinner sections and reduced conventional reinforcement. Each design needs its own verification.
Ductility and fine crack distribution can improve damage tolerance. Actual fatigue performance depends on mix, geometry and loading.
Evaluate installation alongside repair frequency, replacement scope and disruption. A higher material price may still support a stronger whole-life case.
ZONIX brings material development, production engineering and application know-how into one pathway.
Current supply is centred on controlled prepackaged E100. The roadmap moves toward dedicated production as deployment demand grows.
Match raw materials, fibre dosing and mix design to the application.
Develop mixing sequences, workability controls and repeatable production methods.
Define tests for material performance, construction quality and site acceptance.
Connect batch traceability, QA records, technical documentation and field support.
Our approach draws on High Ductility Cementitious Composite research and practical application knowledge. The next step is always to establish what a particular asset needs.
Applications across the field of ductile cementitious materials include bridge link slabs, dam and irrigation-channel repairs, tunnel linings, retaining walls and building coupling beams.
Selected studies and the supplied development proposals explore those possibilities. Reductions depend on loading, geometry, serviceability, reinforcement detailing and engineering verification. They are not universal product allowances.
A substrate survey, a defined design basis, preparation and anchorage details, an approved application method, curing controls and acceptance testing. The supplied blast-related overlay documents are drafts for technical review, not construction approvals.
Start with the challenge. We’ll shape the material conversation around the asset.