emulsified asphalt mixtures are more beneficial and better than hot mixtures, environmentally, economically, and logistically advantages over hot mixtures.

However, the emulsified bitumen is at the attention of the scientist as structural layers due to their deficient performance and proneness to be damaged early by rainfall.

Mechanical characteristic of emulsion mixtures can be enhanced and to find the effect of cement on emulsified asphalt mixtures.

Lab tests on strength, temperature proneness, water damage, to evaluate the mechanical features of the emulsified bitumen mixtures they implement creep and permanent.

Based on the test's results they realized that they could improve the mechanical properties of emulsified asphalt mixtures significantly, with adding Portland cement. This experiment has proved that this type of bitumen is a reliable option for the replacement of other pavement material.

This is not a new event to mix bitumen with cement, for instance, they have been using Portland cement initially as filler in warm-mixed bituminous mixtures to keep it from stripping of the binder that comes from the aggregate that had been dried previously.

Previous studies have proved the beneficial influences of adding regular Portland Cement (OPC) to bitumen emulsion mixtures.

These influences were documented for some mixtures with a dense grade based on recipes presently used for hot mix in the UK and to be considered for use in the cold mix.

Laboratory tests included hardness modulus, resistance against lasting deformation, and resistance to weariness cracking. To acquire a more precise understanding of the mechanisms that cause the improvements in properties, some necessary studies were conducted, including measurement of the rate at which blend of bitumen droplets developed and bonded to the aggregate debris since this is the primary mechanism by which mechanical properties of the mixture are developed.

The study was then expanded to acquire an understanding of the features of emulsion mixed with OPC, moisturized lime, or limestone filler. They did it because they thought that help to 'binding' of the aggregate in bitumen stemmed from the moisturization of cement the same as from the coalesced bitumen.