4G. Creazza and S. Russo. A New Model for predicting Crack With Different Percentages of Reinforcement and Concrete Strength Classes [ Z ]. Materials and Structures. 1999:32:520 -524.
5G. F. Kheder. A New Look at Control of Volume Change Cracking of Base Restrained Concrete Walls [ J ]. ACI Structural Journal. 1997, 9, (3) : 681 -724.
