Proportion the concrete to have low shrinkage. This can be done in many ways as follows.
Minimizing the unit water content and water to cement ratio of the concrete which is possible done through the use of water reducing admixtures or super plasticizers.
Minimizing the paste content of the concrete or in other words, maximizing the aggregate content.
Using appropriate types of mineral admixtures such as fly ash, silica fume, limestone powder, etc. The decision should be made based on consideration of other required performances of the concrete and cost effectiveness too.
Using expansive agent. This method is usually costly.
Avoid using aggregate with too high absorption or poor gradation.