NovoCrete is an additive used with cement for stablization of various pavement layers mainly insitu work. This help doing in situ stablization layer formation for CTSG/CTSB/CTB/FDR.
Novocrete helps to Prevent premature cracking and creates needle like structure in micro voids which improves compressive strength and flexural strenghth. This enhance C-S-H Gel formation with cement-soil/granular water reaction and improves hydration Properties.	

NovoCrete® is a whitish powder consisting of alkaline and alkaline earth elements or complex compounds. It promotes cement hydration process and inhibits the action of fulvic acids and carbonic acids. Apart from improving the above mentioned parameters, NovoCrete® also promotes the immobilization of pollutants, such as heavy metals and organic parameters, which get permanently embedded in the new crystal structures in the soil. During the chemical reaction ( CaCL2 x 6H20 ) arise Antarcticit (kind of Calcium- chloride Dihydrate) which grows in a trigometrical crystal system. This new aggregate can form needle- crystals up to 15 cm. This growth in combination with the other Novocrete® minerals gives the desired elasticity and strenght to the base layer. Stabilized bases courses treated with cement only, usually combine high stiffness with a high risk on premature cracking. This undesirable combination was regarded as a major handicap for stabilization.

 Less environmental impact due to
significant reduction of
 transportation of equipment
 transportation of material
 use of machinery (working hours)
 general traffic (deviations and  traffic jams)
 Reduction of new layers and pro-  cessing of existing material such as
 old, existing asphalt layers
 old, existing base layers
 in-situ soil material instead of  applying natural resources
 Active protection due to
 impermeable, leak-proof surfaces
 compliance with the boundary values  of the Drinking Water Ordinance
 Quality intensification compared to
conventional construction methods by
 resistant and durable results
 significantly reduced maintenance costs
 reduced thickness of the layers
 saving of landfill sites
 reduction of waste disposal expenses
 protection of resources
 capability for complete dismantling of  stabilized layers
Use of
 purely mineral components
 nontoxic
 not harmful components
 The process of the soil stabilization
 immobilizes hazardous substances
 makes contaminated soils usable
    
      
    
      
    
      
    
      The Bulk of Distribution of Deformation is wider, reason why, the deformations transmitted are distributed in a greater area, with what the magnitude of the efforts reduces of considerable way, minimizing the deformations in the inferior layers with floors of minor specification and as a con- sequence, drastically increases its useful life.

In the case of Flexible Pavements, the difference is more noticeable. Note that the Deformation Distribution Bulb with „in-situ“ materials + NovoCrete + Portland Cement is wider and shallower, distributing and dissipating the major Efforts in the modified soil layer and the structure with materials conventional distributes greater efforts with less area in materials of lower specifica- tion at greater depth, increasing deformations and decreasing its useful life.
